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HomeMy WebLinkAboutAspro Inc-11/19/2012CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 7 PROJECT: F.Y. 2011 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 798 Date Prepared: November 14, 2012 AMOUNT: $104,989.52 INCREASE TO: ASPRO, INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated April 11, 2011. A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. NET INCREASE $104,989.52 CITY OF ATERLOO BY: ...144141 i dci,.'tid- ASPRO, INC. Mayor Date CONTRACTOR BY:4 )VV ATTEST: City Clerk Change Order No. 7 of Date I//iY// Date PRINTED NAME: An /)-7' J94 v lii cJ / TITLE: /0�/_, iD APPROVED: City Engineer Contract No. 798 Page 1 of 1 F.Y. 2011 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 798 INCREASE & DECREASE QUANTITY SUMMARY BID ITEM DESCRIPTION UNIT ASPRO FINAL PLAN INCR-DECR INCR-DECR UNIT $ QTYS QTYS QTYS AMOUNT DIVISION I BASE BID - SECTION I 1 CONSTRUCT, MAINTAIN, REMOVE TEMPORARY ACCESS AND RE: SY $41.00 804.6 700.0 104.60 $4,288.60 2 PAVEMENT SCARIFICATION AND MISC. 4" HMA SY $63.00 133.3 150.0 (16.70) ($1,052.10) 3 REMOVE/REPLACE MISC. SEALCOAT W/ 2" HMA SY $42.00 286.1 352.0 (65.90) ($2,767.80) 3001 REMOVE/REPLACE MISC. PCC, 7", M-4 SY $64.35 147.7 147.7 0.00 $0.00 4 ACC DRIVEWAY APPROACH, TON $155.00 6.2 11.5 (5.30) ($821.50) 5 PCC DRIVEWAY APPROACH AND S/W, 6", A-4 SY $39.75 1090.3 888.0 202.30 $8,041.43 6 PCC DRIVEWAY APPROACH AND S/W, 5", A-4 SY $38.75 1776.8 1,569.2 207.60 $8,044.50 7 PCC SIDEWALK, 4", A-4 SY $37.90 623.5 111.4 512.10 $19,408.59 8 PEDESTRIAN RAMP, PCC SIDEWALK, 6", A-4 SY $39.75 493.5 432.0 61.50 $2,444.63 9 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE SF $27.95 704 656.0 48.00 $1,341.60 10 CONCRETE PAVEMENT REMOVAL SY $4.00 34183.9 34,183.9 0.00 $0.00 11 ASPHALT PAVEMENT REMOVAL SY $4.00 4204.4 4,205.0 (0.60) ($2.40) 12 SIDEWALK AND DRIVEWAY REMOVAL SY $4.00 3181.6 3,071.2 110.40 $441.60 13 SAW CUT LF $3.00 2811 1,643.0 1,168.00 $3,504.00 14 GEOGRID SY $4.00 18685.3 21,085.0 (2,399.70) ($9,598.80) 15 MODIFIED SUBBASE TON $19.75 28603.01 22,313.0 6,290.01 $124,227.70 16 RECYLED ASPHALT PAVING TON $48.00 25.4 30.0 (4.60) ($220.80) 17 ROADSTONE, 3/4" TON $48.00 131.49 95.4 36.09 $1,732.32 18 DRAIN TILE, 4" LF $7.90 20143 20,542.8 (399.80) ($3,158.42) 1001 DRAIN TILE, 6" LF $11.55 606.5 687.0 (80.50) ($929.78) 19 DRAIN TILE TAP AND COLLAR EACH $195.00 13 6.0 7.00 $1,365.00 20 RF -19C, INLET OUTLET DETAIL (RODENT GUARD) EACH $95.00 87 93.0 (6.00) ($570.00) 21 CONVERT WATER VALVE MANHOLE TO ROADBOX EACH $425.00 17 25.0 (8.00) ($3,400.00) 22 WATER SERVICE CORPORATION, 3/4" EACH $39.95 1 16.0 (15.00) ($599.25) 23 WATER SERVICE CURB STOP, 3/4" EACH $134.00 5 32.0 (27.00) ($3,618.00) 24 WATER SERVICE PAVE BOX, 3/4" EACH $134.00 7 32.0 (25.00) ($3,350.00) 25 COPPER WATER SERVICE, 3/4" LF $17.95 261 901.0 (640.00) ($11,488.00) 26 COPPER WATER SERVICE, 3/4", INSULATED EACH $160.00 3 2.0 1.00 $160.00 27 WATER SERVICE CORPORATION, 1" EACH $45.00 0 1.0 (1.00) ($45.00) 28 WATER SERVICE CURB STOP, 1" EACH $150.00 0 1.0 (1.00) ($150.00) 29 WATER SERVICE PAVE BOX, 1" EACH $134.00 0 1.0 (1.00) ($134.00) 30 COPPER WATER SERVICE, 1" LF $19.50 0 40.0 (40.00) ($780.00) 31 WATER SERVICE KILL EACH $295.00 8 14.0 (6.00) ($1,770.00) 32 WATER SERVICE TAP, 3/4" OR 1" EACH $95.00 0 7.0 (7.00) ($665.00) 33 LOWER WATER SERVICE, 3/4" OR 1" EACH $695.00 2 5.0 (3.00) ($2,085.00) 34 UNDERGROUND INVESTIGATION -WATER EACH $295.00 20 8.0 12.00 $3,540.00 35 TOPSOIL, 4" SY $16.75 5899 5,862.9 36.10 $604.68 36 HYDROSEED SY $2.52 590.6 468.7 121.90 $307.19 37 TOPSOIL REMOVAL FROM PARKING, EARTHWORK SY $10.40 1881.9 2,974.4 (1,092.50) ($11,362.00) 38 CONSTRUCTION SURVEY LS $37,500.00 1 1.0 0.00 $0.00 39 TRAFFIC CONTROL LS $29,000.00 1 1.0 0.00 $0.00 40 DETOUR ROUTE -W. 11th ST. LS $2,500.00 1 1.0 0.00 $0.00 41 DETOUR ROUTE - E. 4TH ST. LS $1,000.00 1 1.0 0.00 $0.00 42 DETOUR ROUTE - E. RIDGEWAY AVE. LS $1,800.00 1 1.0 0.00 $0.00 43 PAINTED PAVEMENT MARKING, WATER BASED STA $46.50 26.65 29.2 (2.55) ($118.58) 2001 TRAFFIC CONTROL - W. RIDGEWAY AVE. MEDIAN LS $1,650.00 1 1.0 0.00 $0.00 2002 CURB AND GUTTER, 9" PCC - W. RIDGEWAY AVE - EXTRA LF $0.50 1209 1,209.0 0.00 $0.00 2003 BT -3 JOINT - W. RIDGEWAY AVE. BAR $4.40 493 493.0 0.00 $0.00 2004 MISCELLANEOUS PAVING, PCC, 9" SY $39.00 152.3 137.8 14.50 $565.50 2005 MODIFY EXISTING INLET EACH $200.00 1 1.0 0.00 $0.00 3003 TRAFFIC CONTROL - MARNIE AVENUE LS $220.00 1 1 0.00 $0.00 "TOTAL BASE BID - DIVISION I SECTION I $121,330.90 Page -1 F.Y. 2011 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 798 INCREASE & DECREASE QUANTITY SUMMARY FINAL PLAN INCR-DECR INCR-DECR DMSION I BASE BID - SECTION II QTYS QTYS QTYS AMOUNT 44 STORM SEWER, 2000D, 33" LF $75.60 0 18.0 (18.00) ($1,360.80) 45 STORM SEWER, 2000D, 27" LF $60.80 0 18.0 (18.00) ($1,094.40) 46 STORM SEWER, 2000D, 24" LF $52.10 37 28.0 9.00 $468.90 47 STORM SEWER, 2000D, 21" LF $46.95 15 12.0 3.00 $140.85 48 STORM SEWER, 2000D, 18" LF $38.50 74 56.0 18.00 $693.00 49 STORM SEWER, 2000D, 15" LF $35.25 289 296.0 (7.00) ($246.75) 50 STORM SEWER, 2000D, 12" LF $33.50 3236.5 2734.0 502.50 $16,833.75 51 STORM SEWER, 2000D, 12" W/ WRAPPED JOINTS, FABRIC, ROCK LF $45.11 270 687.0 (417.00) ($18,810.87) 52 STORM SEWER, 2000D, 21", REMOVE/REPLACE LF $57.00 4 21.0 (17.00) ($969.00) 53 STORM SEWER, 2000D, 42", REMOVE/REPLACE LF $175.00 0 15.0 (15.00) ($2,625.00) 54 STORM MANHOLE, TYPE A, 48" EACH $3,240.00 25 26.0 (1.00) ($3,240.00) 55 RA -49 STORM SEWER MANHOLE EACH $2,875.00 11 12.0 (1.00) ($2,875.00) 56 REMOVE EXISTING STRUCTURE EACH $385.00 61 69.0 (8.00) ($3,080.00) 4001 PARTIAL REMOVAL OF EXISTING BOX CULVERT LS $671.00 1 1.0 0.00 $0.00 57 TYPE E -1-C INLET EACH $1,955.00 15 16.0 (1.00) ($1,955.00) 58 TYPE E -2-C INLET EACH $2,850.00 28 27.0 1.00 $2,850.00 59 TYPE E -1-C INLET, USE EXISTING CASTING EACH $1,650.00 10 10.0 0.00 $0.00 60 TYPE E -2-C INLET, USE EXISTING CASTING EACH $2,062.00 2 2.0 0.00 $0.00 61 TYPE E -3-C INLET EACH $3,895.00 2 2.0 0.00 $0.00 62 MODIFIED TYPE E -1-C INLET EACH $3,275.00 2 3.0 (1.00) ($3,275.00) 63 MODIFIED TYPE E -2-C INLET EACH $4,150.00 1 4.0 (3.00) ($12,450.00) 3002 REM/REPL INLET BOXOUT, E -1-C EACH $275.00 2 2.0 0.00 $0.00 64 REM/REPL INLET BOXOUT, E -2-C EACH $950.00 7 8.0 (1.00) ($950.00) 65 REM/REPL INLET BOXOUT & TOP, MODIFIED E -2-C EACH $1,340.00 1 1.0 0.00 $0.00 66 TAP AND COLLAR STRUCTURE OR PIPE EACH $1,000.00 6 0.0 6.00 $6,000.00 67 REM/REPL MANHOLE TOP, TYPE C EACH $2,200.00 3 1.0 2.00 $4,400.00 68 STORM WATER PROTECTION FOR STRUCTURES EACH $225.00 101 135.0 (34.00) ($7,650.00) TOTAL BASE BID - DIVISION I SECTION II ($29,195.32) BID ITEM DESCRIPTION UNIT ENGR. EST FINAL PLAN INCR-DECR INCR-DECR DIVISION I BASE BID - SECTION III UNIT $ QTYS QTYS QTYS AMOUNT 69 RECONSTRUCT SANITARY SEWER, 24" LF $140.00 53 40.0 13.00 $1,820.00 70 RECONSTRUCT SANITARY SEWER, 18" LF $56.00 367 349.0 18.00 $1,008.00 71 RECONSTRUCT SANITARY SEWER, 15" LF $48.00 686 679.0 7.00 $336.00 72 RECONSTRUCT SANITARY SEWER, 12" LF $40.00 1916 1,914.0 2.00 $80.00 73 RECONSTRUCT SANITARY SEWER, 10" LF $40.00 1332 1,278.0 54.00 $2,160.00 74 RECONSTRUCT SANITARY SEWER, 8" LF $40.00 3975.5 4,007.3 (31.80) ($1,272.00) 75 REMOVE AND REPLACE SANITARY SEWER, 8" LF $250.00 10.92 6.0 4.92 $1,230.00 76 SANITARY SEWER SERVICE, 6" LF $34.45 3944 4,084.0 (140.00) ($4,823.00) 77 STANDARD SANITARY MANHOLE, 48" EACH $2,750.00 17 17.0 0.00 $0.00 78 REMOVE EXISTING STRUCTURE, SANITARY MANHOLE EACH $250.00 16 17.0 (1.00) ($250.00) 79 TRACE SANITARY SEWER SERVICE EACH $325.00 5 5.0 0.00 $0.00 80 DYE TEST INVESTIGATION EACH $150.00 27 38.0 (11.00) ($1,650.00) 81 UNDERGROUND INVESTIGATION -SANITARY EACH $295.00 2 10.0 (8.00) ($2,360.00) 82 FURNISH AND INSTALL INTERNAL CHIMNEY SEAL IN EXISTING MH EACH $650.00 3 14.0 (11.00) ($7,150.00) 83 STANDARD SANITARY MANHOLE, 60" EACH $6,500.00 1.34 1.0 0.34 $2,210.00 84 FURNISH AND INSTALL MH RING AND COVER EACH $500.00 0 2.0 (2.00) ($1,000.00) TOTAL BASE BID - DIVISION I SECTION III ($9,661.00) BID ITEM DESCRIPTION UNIT ENGR. EST FINAL PLAN INCR-DECR INCR-DECR ALTERNATE A UNIT $ QTYS QTYS QTYS AMOUNT 1A 2", HMA 3M S 1/2", 60% CR SY $10.40 8152.2 8,152.2 0.00 $0.00 2A 5 1/2", HMA 3M B/I 3/4", 60% CR SY $19.10 8152.2 8,152.2 0.00 $0.00 3A 2", HMA 3M S 1/2", 75% CR SY $10.60 25720.8 25,640.7 80.10 $849.06 4A 7", HMA 3M B/I 3/4", 75% CR SY $24.15 6451 6,389.2 61.80 $1,492.47 5A 8 1/2", HMA 3M B/I 3/4", 75% CR SY $29.30 19269.8 19,251.5 18.30 $536.19 6A CURB ANA GUTTER, 24" WIDE, 7 1/2" THICK LF $11.75 4818 4,867.8 (49.80) ($585.15) 7A CURB AND GUTTER, 24" WIDE, 9" THICK LF $13.50 5306 3,983.7 1,322.30 $17,851.05 8A CURB AND GUTTER, 24" WIDE, 10.5" THICK LF $14.50 12103 11,923.4 179.60 $2,604.20 9A COLD WEATHER CONCRETE PROTECTION SY $2.50 377.8 1,208.9 (831.10) ($2,077.75) 10A LINSEED OIL TREATMENT SY $2.55 1556.7 667.6 889.10 $2,267.21 11A EXCAVATION CY $10.40 12360.3 12,026.1 334.20 $3,475.68 5001 PRICE ADJUSTMENT FOR NON COMPLIANCE ON FILM THICKNESS LS ($3,056.35) 1 1.0 0.00 $0.00 TOTAL ALTERNATE A $26,412.96 Page - 2 F.Y. 2011 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 798 INCREASE & DECREASE QUANTITY SUMMARY DIVISION II- WATER MAIN ASPRO FINAL PLAN INCR-DECR INCR-DECR ITEM DESCRIPTION UNIT UNIT $ QTYS QTYS QTYS AMOUNT 1 Ductile iron water main, 16 -inch dia., Class 52 L.F. $97.25 39.0 55.0 (16.00) ($1,556.00) 2 Ductile iron water main, 12 -inch dia., Class 52 L.F. $57.45 1313.0 1311.0 2.00 $114.90 3 Ductile iron water main, 8 -inch dia., Class 52 L.F. $43.90 664.5 676.0 (11.50) ($504.85) 4 Ductile iron water main, 6 -inch dia., Class 52 L.F. $58.95 41.5 51.0 (9.50) ($560.03) 5 Ductile iron water main removal L.F. $8.00 1340.5 1390.0 (49.50) ($396.00) 6 Gate valve and box, 12 -inch dia. EACH $2,543.12 1.0 1.0 0.00 $0.00 7 Gate valve and box, 8 -inch dia. EACH $1,732.27 1.0 1.0 0.00 $0.00 8 Gate valve and box, 6 -inch dia. EACH $1,466.27 1.0 1.0 0.00 $0.00 9 Tapping sleeve, valve and box, 8 on 8 inch dia. EACH $3,395.00 1.0 1.0 0.00 $0.00 10 Tapping sleeve, valve and box, 6 on 8 inch dia. EACH $2,572.27 1.0 1.0 0.00 $0.00 11 Cross, 8 -inch X 6 -inch dia. EACH $525.00 1.0 1.0 0.00 $0.00 12 Tee, 12 -inch X 12 -inch dia. EACH $650.00 1.0 1.0 0.00 $0.00 13 Tee, 8 -inch X 6 -inch dia. EACH $350.95 1.0 1.0 0.00 $0.00 14 Bend, 12 -inch dia., any degree EACH $304.60 0.0 1.0 (1.00) ($304.60) 15 Bend, 8 -inch dia., any degree EACH $225.73 0.0 1.0 (1.00) ($225.73) 16 Bend, 6 -inch dia., any degree EACH $185.00 0.0 1.0 (1.00) ($185.00) 17 Sleeve, 16 -inch dia. EACH $450.27 0.0 1.0 (1.00) ($450.27) 18 Sleeve, 12 -inch dia. EACH $318.10 3.0 2.0 1.00 $318.10 19 Sleeve, 8 -inch dia. EACH $245.00 2.0 1.0 1.00 $245.00 20 Reducer, 16 -inch X 8 -inch dia. EACH $385.40 1.0 1.0 0.00 $0.00 21 Reducer, 8 -inch X 6 -inch dia. EACH $196.40 1.0 1.0 0.00 $0.00 22 Megalugs, 16 -inch dia. EACH $206.10 1.0 3.0 (2.00) ($412.20) 23 Megalugs, 12 -inch dia. EACH $193.00 9.0 7.0 2.00 $386.00 24 Megalugs, 8 -inch dia. EACH $108.20 8.0 8.0 0.00 $0.00 25 Megalugs, 6 -inch dia. EACH $86.30 5.0 4.0 1.00 $86.30 26 Cap or Plug, 8 -inch dia. EACH $195.00 1.0 1.0 0.00 $0.00 27 Concrete blocking EACH $300.00 5.0 4.0 1.00 $300.00 28 Hydrant removal EACH $650.00 4.0 4.0 0.00 $0.00 29 Hydrant assembly EACH $4,300.00 4.0 4.0 0.00 $0.00 30 Offsets, MJxMJ, 6 inch dia. EACH $450.00 2.0 1.0 1.00 $450.00 31 Temporary PVC water main L.F. $13.23 1948.0 1870.0 78.00 $1,031.94 32 Drive -over protection for temporary PVC water main EACH $2,500.00 0.0 1.0 (1.00) ($2,500.00) 33 Removal of temporary PVC surface water main EACH $900.00 2.0 2.0 0.00 $0.00 connections to ductile iron water main $0.00 34 Short side water service EACH $900.00 19.0 20.0 (1.00) ($900.00) 35 Long side water service EACH $1,264.42 13.0 12.0 1.00 $1,264.42 36 Temporary hydrant EACH $1,895.00 2.0 2.0 0.00 $0.00 37 Temporary reducer, 8 inch by 6 inch dia. EACH $175.00 2.0 1.0 1.00 $175.00 38 Temporary reducer, 16 inch by 6 inch dia. EACH $275.00 0.0 1.0 (1.00) ($275.00) 6001 Offsets, MJxMJ, 8 inch dia., Labor only EACH $262.00 2.0 2.0 0.00 $0.00 6002 Sleeve, 6 -inch dia. EACH $201.00 1.0 1.0 0.00 $0.00 TOTAL DIVISION II ($3,898.02) TOTAL INCREASE $104,989.52 PROJECT SUMMARY ORIGINAL CONTRACT $4,251,258.60 CHANGE ORDER 1 $7,934.85 CHANGE ORDER 2 $9,997.90 CHANGE ORDER 3 $10,274.50 CHANGE ORDER 4 $671.00 CHANGE ORDER 5 ($3,056.35) CHANGE ORDER 6 $725.00 CHANGE ORDER 7 - INCREASE CHANGE ORDER $104,989.52 $4,382,795.02 TOTALS PAID CONTRACTOR ESTIMATES 1-26 $4,177,838.31 RETAINAGE (ADJUSTED FOR PREVIOUS OVERPAYMENT) $204,956.71 $4,382,795.02 Page - 3