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 09/30/08 EST. NO.14 TIME 07:39 AM R.E. NAME: NILESH PANDYA 04-174934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/30/08 EST. NO.14 TIME 07:39 AM R.E. NAME: NILESH PANDYA 04-174934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TRI-TOPSAND NONCOMPL -165.17 09 0.00 -165.17 TOTAL DEDUCTIONS 0.00 -165.17 PROGRAM CAS145 PAGE 1 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 LOCATION FINAL ESTIMATE 04-SCL-152-19.7/21.3 -------------- RGW CONSTRUCTION, INC IN SANTA CLARA COUNTY NEAR GILROY 550 GREENVILLE ROAD FROM 0.2 KM EAST OF SAN FELIPE ROAD LIVERMORE, CA 94551 TO 1.3 KM WEST OF ROUTE 156 FED. AID NO. HP21-5204(61) ,L-5204(61) CONSTRUCT TRUCK CLIMBING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 1.000 4,500.00 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 1.000 1,100,000.00 03 PREPARE STORM WATER POLLUTION LS 5,400.0000 5,400.00 1.000 5,400.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 154,000.0000 154,000.00 1.000 154,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 4.000 12,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000.00 07 TEMPORARY COVER M2 4.0000 12,000.00 2,167.000 8,668.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 7,200.00 9.000 7,200.00 09 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 41,100.00 11,760.470 35,281.41 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 90.0000 2,160.00 27.000 2,430.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 4,800.00 1,110.000 5,550.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 24,000.00 4.000 24,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 226,000.00 5,570.000 222,800.00 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 28.000 5,600.00 S) 17 TEMPORARY CRASH CUSHION (ADIEM) EA 6,000.0000 54,000.00 11.000 66,000.00 S) 18 ABANDON CULVERT EA 1,800.0000 9,000.00 5.000 9,000.00 19 REMOVE FENCE M 7.0000 27,860.00 3,994.000 27,958.00 20 REMOVE GATE EA 600.0000 3,600.00 5.000 3,000.00 21 REMOVE METAL BEAM GUARD RAILING M 40.0000 9,600.00 240.000 9,600.00 22 REMOVE FLARED END SECTION EA 450.0000 450.00 1.000 450.00 PROGRAM CAS145 PAGE 2 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 32,690.00 3,902.520 27,317.64 STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 4,058.450 8,116.90 25 REMOVE PAVEMENT MARKER EA 2.0000 1,300.00 300.000 600.00 26 REMOVE ASPHALT CONCRETE DIKE M 4.0000 4,800.00 1,200.000 4,800.00 27 REMOVE CULVERT M 210.0000 9,240.00 33.000 6,930.00 28 REMOVE INLET EA 1,800.0000 9,000.00 5.000 9,000.00 29 REMOVE HEADWALL EA 1,500.0000 21,000.00 12.000 18,000.00 30 REMOVE WINGWALL EA 3,500.0000 3,500.00 1.000 3,500.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 80.0000 7,200.00 90.000 7,200.00 S) 32 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 33 ROADWAY EXCAVATION M3 7.0000 424,200.00 61,070.000 427,490.00 34 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 83,790.00 1,862.000 83,790.00 F) 36 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 35.0000 60,200.00 1,720.000 60,200.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 189,000.00 1,406.980 175,872.50 F) 38 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 240.0000 10,320.00 43.000 10,320.00 F) 39 SOIL NAIL ASSEMBLY M 70.0000 381,500.00 5,450.000 381,500.00 F) 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 380.0000 4,560.00 12.000 4,560.00 41 HIGHWAY PLANTING LS 8,500.0000 8,500.00 1.000 8,500.00 S) 42 ROADSIDE CLEARING LS 2,500.0000 2,500.00 1.000 2,500.00 S) 43 EROSION CONTROL (NETTING) M2 6.0000 23,160.00 3,860.000 23,160.00 S) 44 STRAW (EROSION CONTROL) TONN 660.0000 7,920.00 12.000 7,920.00 S) 45 FIBER (EROSION CONTROL) KG 1.2500 1,975.00 1,580.000 1,975.00 S) 46 CHECK DAM EA 92.0000 1,104.00 0.000 0.00 S) 47 FIBER ROLLS M 10.0000 44,800.00 2,814.000 28,140.00 S) 48 COMPOST (EROSION CONTROL) M3 410.0000 4,100.00 10.000 4,100.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 770.0000 1,540.00 2.000 1,540.00 S) PROGRAM CAS145 PAGE 3 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 34,500.00 230.000 34,500.00 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,750.00 350.000 1,750.00 S) 52 CLASS 4 AGGREGATE SUBBASE M3 50.0000 229,000.00 4,594.200 229,710.00 53 CEMENT TREATED BASE M3 115.0000 610,650.00 5,310.000 610,650.00 (PLANT-MIXED, CLASS A) 54 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 117,000.00 450.000 135,000.00 55 ASPHALT CONCRETE (TYPE A) TONN 88.0000 1,575,200.00 17,896.670 1,574,906.96 56 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 3,900.00 18.200 1,820.00 AREA) 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,880.00 416.000 3,328.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 16,240.00 1,898.000 15,184.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 6,240.00 641.000 5,128.00 60 RUMBLE STRIP 300 MM STA 240.0000 5,040.00 21.000 5,040.00 61 RUMBLE STRIP 600 MM STA 240.0000 5,040.00 21.000 5,040.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 37,500.00 45.000 33,750.00 63 STRUCTURAL CONCRETE, RETAINING WALL M3 560.0000 212,240.00 336.870 188,647.20 F) 64 CLASS 2 CONCRETE (BOX CULVERT) M3 1,750.0000 94,500.00 53.880 94,290.00 65 CLASS 3 CONCRETE M3 180.0000 5,220.00 21.300 3,834.00 66 MINOR CONCRETE (MINOR STRUCTURE) M3 3,600.0000 57,600.00 15.718 56,584.80 F) 67 MINOR CONCRETE (BACKFILL) M3 260.0000 780.00 2.390 621.40 68 ARCHITECTURAL TREATMENT M2 75.0000 118,500.00 1,580.000 118,500.00 F) (TEXTURED SHOTCRETE) 69 BAR REINFORCING STEEL KG 3.0000 14,148.00 4,702.000 14,106.00 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 71,890.00 26,717.900 66,794.75 SF) 71 BAR REINFORCING STEEL (SOIL NAIL WALL) M3 3.0000 96,300.00 32,100.000 96,300.00 SF) 72 SHOTCRETE M3 660.0000 378,180.00 573.000 378,180.00 F) 73 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 1,190.00 7.000 1,190.00 S) (2.0 MM-UNFRAMED) 74 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 5.000 1,375.00 75 ROADSIDE SIGN - TWO POST EA 525.0000 525.00 1.000 525.00 76 200 MM ALTERNATIVE PIPE CULVERT M 470.0000 6,110.00 6.000 2,820.00 PROGRAM CAS145 PAGE 4 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 300 MM ALTERNATIVE PIPE CULVERT M 530.0000 2,120.00 4.000 2,120.00 78 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 43,200.00 107.500 38,700.00 79 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 56,100.00 119.000 39,270.00 80 JACKED 750 MM REINFORCED CONCRETE PIPE M 2,600.0000 338,000.00 124.000 322,400.00 (CLASS III) 81 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,300.0000 138,600.00 44.000 145,200.00 (CLASS III) 82 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 4,350.00 29.000 4,350.00 (1.63 MM THICK) 83 450 MM ALTERNATIVE FLARED END SECTION EA 310.0000 1,550.00 4.000 1,240.00 84 600 MM ALTERNATIVE FLARED END SECTION EA 425.0000 2,975.00 5.000 2,125.00 85 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 11,550.00 76.500 11,475.00 86 ROCK SLOPE PROTECTION M3 150.0000 13,200.00 50.930 7,639.50 (BACKING NO. 2, METHOD B) 87 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 18,000.00 118.300 17,745.00 88 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,140.00 474.920 949.84 89 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 72,800.00 56.460 73,398.00 CONSTRUCTION) 90 MISCELLANEOUS IRON AND STEEL KG 4.0000 7,072.00 1,876.000 7,504.00 SF) 91 FENCE (TYPE WM AND BW) M 27.0000 185,490.00 6,330.000 170,910.00 S) 92 CHAIN LINK FENCE (TYPE CL-1.2) M 85.0000 20,825.00 245.000 20,825.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.2, M 117.0000 12,870.00 111.580 13,054.86 S) VINYL-CLAD) 94 DELINEATOR (CLASS 1) EA 30.0000 990.00 30.000 900.00 95 GUARD RAILING DELINEATOR EA 20.0000 220.00 28.000 560.00 96 OBJECT MARKER (TYPE L-1) EA 30.0000 570.00 29.000 870.00 97 METAL BEAM GUARD RAILING M 76.0000 61,560.00 971.580 73,840.08 S) (2.1 M WOOD POST) 98 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 8.000 8,000.00 S) 99 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 39,100.00 14.000 32,200.00 S) 00 CONCRETE BARRIER (TYPE 60D) M 180.0000 19,800.00 110.000 19,800.00 01 CONCRETE BARRIER (TYPE 60D MODIFIED) M 320.0000 78,400.00 245.000 78,400.00 F) 02 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 66.000 3,960.00 S) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 14,018.000 21,027.00 S) PROGRAM CAS145 PAGE 5 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 3,675.00 2,025.000 3,543.75 S) (BROKEN) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 10,500.00 1,920.000 9,600.00 S) 06 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 07 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 4.000 16,000.00 PROGRAM CAS145 PAGE 6 DATE 09/30/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-174934 TIME 07:39 AM ESTIMATE NO. 14 BID OPENING 04/24/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/12/08 R.E. NAME: NILESH PANDYA DATE OF THIS ESTIMATE 09/30/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,991,151.59 ADJUSTMENT OF COMPENSATION 0.00 249,018.94 EXTRA WORK 0.00 171,583.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 8,411,754.35 08 MOBILIZATION LS 863,000.0000 863,000.00 1.000 863,000.00 ORIGINAL CONTRACT AMOUNT 8,968,934.00 TOTAL WORK COMPLETED 0.00 9,274,754.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -165.17 TOTAL 0.00 9,274,589.18 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 06/20/07 150 07/05/07 07/05/07 05/12/08 171 41 21 2 100% 100% NILESH PANDYA RESIDENT ENGINEER PROGRAM CAS145 DATE 09/30/08