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HomeMy WebLinkAboutAspro Inc-1/30/2012CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 5 REVISED PROJECT: F.Y. 2010 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 772 Date Prepared: January 23, 2012 AMOUNT: $169,889.60 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 12, 2010. 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. CITY OF&AT ER L BY: ATTEST: City Clerk NET INCREASE $169,889.60 ASPRO INC. Date CONT CTO Date BY: PRINTED NAME: TITLE: " �-�ca)��l, Date APPROVED: zyttcLa4411 City Engineer Date Change Order No. 5 REVISED Contract No. 772 Page 1 of 1 F.Y. 2010 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 772 FINAL QUANTITY ADJUSTMENT SUMMARY - CHANGE ORDER NO. 5 - REVISED 1-20-2012 BID DESCRIPTION UNIT APSRO PLAN FINAL INCR-DECR INCR-DECR ITEM UNIT $ QUANTITY QTY QTY AMOUNT DIVISION I BASE BID - SECTION I 1 CONSTRUCT, MAINTAIN, REMOVE TEMPORARY ACCESS AND RE SY $72.00 807.9 806.0 (1.9) ($136.80) 2 REMOVE/REPLACE MISC. PCC PAVEMENT,7", M-4 SY $100.00 21.3 0.0 (21.3) ($2,130.00) 3 REMOVE/REPLACE MISC. PCC PAVEMENT,9", M-4 SY $61.50 44.4 112.0 67.6 $4,157.40 4 REMOVE/REPLACE MISC. SEALCOAT W/ 2" HMA SY $41.00 209.4 251.3 41.9 $1,717.90 5 REMOVE/REPLACE MISC. CURB AND GUTTER, 24" X 9" PCC LF $41.50 30.0 27.5 (2.5) ($103.75) 6 REMOVE/REPLACE MISC. PAVING, 71/2" HMA SY $102.00 111.6 55.0 (56.6) ($5,773.20) 7 ACC DRIVEWAY APPROACH, TON $150.00 15.7 13.8 (1.9) ($285.00) 8 PCC DRIVEWAY APPROACH AND S/W, 6", A-4 SY $39.00 787.6 1,044.5 256.9 $10,019.10 9 PCC DRIVEWAY APPROACH AND SAN, 5", A-4 SY $38.00 2,662.5 2,745.9 83.4 $3,169.20 10 PCC SIDEWALK, 4", A-4 SY $37.40 408.9 593.6 184.7 $6,907.78 11 PEDESTRIAN RAMP, PCC SIDEWALK, 6", A-4 SY $39.00 608.4 682.1 73.7 $2,874.30 12 PEDESTRIAN RAMP DETECTABLE WARNING SURFACE SF $27.35 848.0 872.0 24.0 $656.40 13 CONCRETE PAVEMENT REMOVAL SY $4.10 36,493.5 36,744.7 251.2 $1,029.92 14 ASPHALT PAVEMENT REMOVAL SY $4.10 10,917.1 10,917.1 0.0 $0.00 15 SIDEWALK AND DRIVEWAY REMOVAL SY $4.25 4,601.8 4,838.6 236.8 $1,006.40 16 SAW CUT LF $4.12 2,670.0 3,007.5 337.5 $1,390.50 17 GEOGRID SY $4.65 26,638.4 9,882.8 (16,755.6) ($77,913.54) 18 MODIFIED SUBBASE TON $21.65 24,530.0 31,472.5 6,942.5 $150,304.26 19 RECYLED ASPHALT PAVING TON $46.50 30.0 15.9 (14.1) ($653.79) 20 ROADSTONE, 3/4" TON $46.50 102.0 39.6 (62.4) ($2,901.14) 21 DRAIN TILE, 4" LF $9.10 22,757.0 25,101.0 2,344.0 $21,330.40 22 DRAIN TILE, 6" LF $15.00 120.0 0.0 (120.0) ($1,800.00) 23 DRAIN TILE TAP AND COLLAR EACH $276.00 24.0 26.0 2.0 $552.00 24 RF -19C, INLET OUTLET DETAIL (RODENT GUARD) EACH $104.00 118.0 110.0 (8.0) ($832.00) 25 CONVERT WATER VALVE MANHOLE TO ROADBOX EACH $495.00 12.0 10.0 (2.0) ($990.00) 26 WATER SERVICE CORPORATION, 3/4" EACH $60.00 28.0 8.0 (20.0) ($1,200.00) 27 WATER SERVICE CURB STOP, 3/4" EACH $150.00 28.0 24.0 (4.0) ($600.00) 28 WATER SERVICE PAVE BOX, 3/4" EACH $150.00 28.0 28.0 0.0 $0.00 29 COPPER WATER SERVICE, 3/4" LF $23.30 880.0 884.0 4.0 $93.20 30 COPPER WATER SERVICE, 3/4", INSULATED EACH $190.00 2.0 0.0 (2.0) ($380.00) 31 WATER SERVICE CORPORATION, 1" EACH $95.00 1.0 0.0 (1.0) ($95.00) 32 WATER SERVICE CURB STOP, 1" EACH $185.00 1.0 0.0 (1.0) ($185.00) 33 WATER SERVICE PAVE BOX, 1" EACH $185.00 1.0 0.0 (1.0) ($185.00) 34 COPPER WATER SERVICE, 1" LF $34.00 50.0 0.0 (50.0) ($1,700.00) 35 WATER SERVICE KILL EACH $350.00 1.0 1.0 0.0 $0.00 36 WATER SERVICE TAP, 3/4" OR 1" EACH $105.00 3.0 4.0 1.0 $105.00 37 LOWER WATER SERVICE, 3/4" OR 1" EACH $725.00 2.0 0.0 (2.0) ($1,450.00) 38 UNDERGROUND INVESTIGATION -WATER EACH $375.00 11.0 6.0 (5.0) ($1,875.00) 39 TOPSOIL, 4" SY $13.50 8,457.8 7,503.3 (954.5) ($12,885.75) 40 HYDROSEED SY $4.50 2,145.6 4,516.9 2,371.3 $10,670.85 41 TOPSOIL REMOVAL FROM PARKING, EARTHWORK SY $20.00 50.0 1,257.5 1,207.5 $24,150.00 42 CONSTRUCTION SURVEY LS $63,900.00 1.0 1.0 0.0 $0.00 43 TRAFFIC CONTROL LS $55,000.00 1.0 1.0175 0.0175 $962.50 44 DETOUR ROUTE - BALTIMORE ST. LS $4,500.00 1.0 1.0 0.0 $0.00 45 DETOUR ROUTE - E. 4TH ST. LS $3,500.00 1.0 1.0 0.0 $0.00 46 DETOUR ROUTE - HAMMOND AVE. LS $4,000.00 1.0 1.0 0.0 $0.00 47 DETOUR ROUTE - W. 9TH ST. LS $5,000.00 1.0 1.0 0.0 $0.00 48 PAINTED PAVEMENT MARKING, WATER BASED STA $45.00 30.338 46.18 15.842 $712.89 49 PAINTED SYMBOLS AND LEGENDS, WATER BASED EACH $72.00 2.0 6.7 4.7 $338.40 3001 WATER SERVICE CORPORATION, 1 1/4" EACH $298.10 1.0 1.0 0.0 $0.00 3002 WATER SERVICE CURB STOP, 1 1/4" EACH $211.20 1.0 1.0 0.0 $0.00 3003 WATER SERVICE PAVE BOX, 1 1/4" EACH $137.50 1.0 1.0 0.0 $0.00 3004 COPPER WATER SERVICE, 1 1/4" LF $27.44 60.0 60.0 0.0 $0.00 3005 WATER SERVICE KILL, 1 1/4" EACH $478.50 1.0 1.0 0.0 $0.00 TOTAL BASE BID - DIVISION I SECTION I $128,073.43 Page - 1 F.Y. 2010 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 772 FINAL QUANTITY ADJUSTMENT SUMMARY - CHANGE ORDER NO. 5 - REVISED 1-20-2012 PLAN FINAL INCR-DECR INCR-DECR DIVISION I BASE BID - SECTION II QUANTITY QTY QTY AMOUNT 50 STORM SEWER, 2000D, 30" LF $55.00 358.0 357.6 (0.4) ($22.00) 51 STORM SEWER, 2000D, 24" LF $46.75 692.0 659.0 (33.0) ($1,542.75) 52 STORM SEWER, 2000D, 21" LF $46.35 20.0 8.0 (12.0) ($556.20) 53 STORM SEWER, 2000D, 18" LF $38.30 705.0 650.5 (54.5) ($2,087.35) 54 STORM SEWER, 2000D, 15" LF $36.40 456.5 424.5 (32.0) ($1,164.80) 55 STORM SEWER, 2000D, 12" LF $35.00 2,100.5 2,198.0 97.5 $3,412.50 56 STORM SEWER, TRUSS, 12" LF $56.00 50.0 64.0 14.0 $784.00 57 STEEL CASING, 22", JACKED LF $275.00 50.0 51.0 1.0 $275.00 58 FLARED END SECTION, 24", WITH 3 TIED JOINTS LS $1,750.00 1.0 1.0 0.0 $0.00 59 FLARED END SECTION, 30", WITH 3 TIED JOINTS LS $1,900.00 1.0 1.0 0.0 $0.00 60 STORM MANHOLE, TYPE A, 48" EACH $3,000.00 30.0 25.0 (5.0) ($15,000.00) 61 STORM MANHOLE, TYPE A, 60" EACH $4,225.00 4.0 3.0 (1.0) ($4,225.00) 62 MODIFIED TYPE SW -402, RECTANGULAR STORM SEWER MANHC EACH $5,000.00 1.0 1.0 0.0 $0.00 63 RA -49 STORM SEWER MANHOLE EACH $3,000.00 15.0 20.0 5.0 $15,000.00 64 REMOVE EXISTING STRUCTURE EACH $600.00 63.0 61.0 (2.0) ($1,200.00) 65 TYPE E -1-C INLET EACH $2,150.00 50.0 51.0 1.0 $2,150.00 66 TYPE E -2-C INLET EACH $3,000.00 20.0 21.0 1.0 $3,000.00 67 TYPE E -1-C INLET, USE EXISTING CASTING EACH $1,850.00 6.0 2.0 (4.0) ($7,400.00) 68 TYPE E -2-C INLET, USE EXISTING CASTING EACH $2,350.00 2.0 1.0 (1.0) ($2,350.00) 69 TYPE E -3-C INLET, USE EXISTING CASTING EACH $2,850.00 1.0 1.0 0.0 $0.00 70 MODIFIED TYPE E -2-C INLET, USE EXISTING CASTING EACH $3,250.00 1.0 0.0 (1.0) ($3,250.00) 71 TYPE SW -513 OPEN SIDED AREA INTAKE EACH $3,000.00 1.0 1.0 0.0 $0.00 72 TYPE SW -507 SINGLE OPEN THROAT CURB INTAKE, SMALL BOX EACH $3,500.00 2.0 0.0 (2.0) ($7,000.00) 73 REM/REPL INLET BOXOUT, E -1-C EACH $925.00 8.0 10.0 2.0 $1,850.00 74 REM/REPL INLET BOXOUT, E -2-C EACH $1,075.00 3.0 2.0 (1.0) ($1,075.00) 75 REM/REPL INLET BOXOUT, E -3-C EACH $1,385.00 1.0 2.0 1.0 $1,385.00 76 TAP AND COLLAR STRUCTURE OR PIPE EACH $1,030.00 7.0 4.0 (3.0) ($3,090.00) 77 LIBERY PARK EARTHWORK FILL CY $15.00 241.0 241.0 0.0 $0.00 1001 SPECIAL SUBGRADE MATERIAL - HAULING TON $10.00 80.0 80.0 0.0 $0.00 1002 SPECIAL SUBGRADE MATERIAL - MATERIAL TON $7.15 80.0 80.0 0.0 $0.00 2001 RIP RAP TON $55.00 16.0 23.54 7.5 $414.70 3006 SPECIAL STORM MANHOLE TOP LS $2,640.00 1.0 1.0 0.0 $0.00 TOTAL BASE BID - DIVISION I SECTION II ($21,691.90) BID DESCRIPTION UNIT APSRO PLAN FINAL INCR-DECR INCR-DECR ITEM DIVISION I BASE BID - SECTION III UNIT $ QUANTITY QTY QTY AMOUNT 78 RECONSTRUCT SANITARY SEWER, 15" LF $65.75 3,314.5 3,284.0 (30.5) ($2,005.38) 79 RECONSTRUCT SANITARY SEWER, 12" LF $60.00 1,779.0 1,754.0 (25.0) ($1,500.00) 80 RECONSTRUCT SANITARY SEWER, 10" LF $58.00 410.0 436.0 26.0 $1,508.00 81 RECONSTRUCT SANITARY SEWER, 8" LF $56.00 153.0 131.0 (22.0) ($1,232.00) 82 REMOVE AND REPLACE SANITARY SEWER, 8" LF . $250.00 8.0 14.0 6.0 $1,500.00 83 SANITARY SEWER SERVICE, 6" LF $42.50 2,618.0 2,631.0 13.0 $552.50 84 STANDARD SANITARY MANHOLE, 48" EACH $4,325.00 16.0 16.0 0.0 $0.00 85 REMOVE EXISTING STRUCTURE, SANITARY MANHOLE EACH $725.00 13.0 12.0 (1.0) ($725.00) 86 TRACE SANITARY SEWER SERVICE EACH $390.00 2.0 1.0 (1.0) ($390.00) 87 DYE TEST INVESTIGATION EACH $285.00 23.0 12.0 (11.0) ($3,135.00) 88 UNDERGROUND INVESTIGATION -SANITARY EACH $390.00 4.0 0.0 (4.0) ($1,560.00) TOTAL BASE BID - DIVISION I SECTION III ($6,986.88) BID DESCRIPTION UNIT APSRO PLAN FINAL INCR-DECR INCR-DECR ITEM ALTERNATE A UNIT $ QUANTITY QTY QTY AMOUNT 1A 2", HMA 3M S 1/2", 60% CR SY $11.60 13,777.5 13,993.4 215.9 $2,504.44 2A 5 1/2", HMA 3M B/I 3/4", 60% CR SY $22.30 13,777.5 13,993.5 216.0 $4,816.80 3A 2", HMA 3M S 1/2", 75% CR SY $11.85 27,725.9 27,725.9 0.0 $0.00 4A 5 1/2", HMA 3M B/I 3/4", 75% CR SY $22.70 7,948.3 3,167.6 (4,780.7) ($108,521.89) 5A 7", HMA 3M B/I 3/4", 75% CR SY $28.20 12,490.7 17,271.4 4,780.7 $134,815.74 6A 10", HMA 3M B/I 3/4", 75% CR SY $41.15 7,286.9 7,286.9 0.0 $0.00 7A CURB AND GUI I ER, 24" WIDE, 7 1/2" THICK LF $14.30 14,249.9 11,199.5 (3,050.4) ($43,620.72) 8A CURB AND GUTTER, 24" WIDE, 9" THICK LF $16.10 8,364.8 11,629.1 3,264.3 $52,555.23 9A CURB AND GUTTER, 24" WIDE, 12" THICK LF $19.35 3,624.0 3,455.5 (168.5) ($3,260.48) 10A RAILROAD CROSSING APPROACH, HMA DETAIL SY $65.80 18.9 0.0 (18.9) ($1,243.62) 11A PAVEMENT SCARIFICATION SY $20.00 66.7 0.0 (66.7) ($1,334.00) 12A COLD WEATHER CONCRETE PROTECTION SY $3.50 1,320.0 542.4 (777.6) ($2,721.60) 13A LINSEED OIL TREATMENT SY $3.95 960.0 1,748.5 788.5 $3,114.58 14A EXCAVATION CY $11.85 13,038.4 14,764.6 1,726.2 $20,455.47 15A RAILROAD PROTECTIVE INSURANCE LS $18,857.00 1.0 1.0 0.0 $0.00 TOTAL ALTERNATE A $57,559.95 Page - 2 F.Y. 2010 STREET RECONSTRUCTION PROGRAM - CONTRACT NO. 772 FINAL QUANTITY ADJUSTMENT SUMMARY - CHANGE ORDER NO. 5 - REVISED 1-20-2012 BID DIVISION II- WATER MAIN APSRO PLAN FINAL INCR-DECR INCR-DECR ITEM DESCRIPTION UNIT UNIT $ QUANTITY QTY QTY AMOUNT 1 Ductile iron water main, 8 -inch dia., Class 52 L.F. $85.00 10.0 68.0 58.0 $4,930.00 2 Ductile iron water main, 6 -inch dia., Class 52 L.F. $37.40 4144.0 4227.5 83.5 $3,122.90 3 Ductile iron water main removal L.F. $9.00 1521.0 1045.0 (476.0) ($4,284.00) 4 Gate valve and box, 8 -inch dia. EACH $1,550.00 1.0 2.0 1.0 $1,550.00 5 Gate valve and box, 6 -inch dia. EACH $1,250.00 8.0 10.0 2.0 $2,500.00 6 Cross, 8 -inch X 6 -inch dia. EACH $550.00 1.0 1.0 0.0 $0.00 7 Tee, 6 -inch X 6 -inch dia. EACH $350.00 7.0 7.0 0.0 $0.00 8 Bend, 6 -inch dia., 11 1/4 degree EACH $175.00 1.0 3.0 2.0 $350.00 9 Bend, 6 -inch dia., 22-1/2 degree EACH $175.00 4.0 7.0 3.0 $525.00 10 Bend, 6 -inch dia., 45 degree EACH $185.00 2.0 16.0 14.0 $2,590.00 11 Sleeve, 8 -inch dia. EACH $250.00 2.0 0.0 (2.0) ($500.00) 12 Sleeve, 6 -inch dia. EACH $225.00 1.0 6.0 5.0 $1,125.00 13 Reducer, 8 -inch X 6 -inch dia. EACH $185.00 1.0 0.0 (1.0) ($185.00) 14 Megalugs, 8 -inch dia. EACH $80.00 4.0 0.0 (4.0) ($320.00) 15 Megalugs, 6 -inch dia. EACH $65.00 22.0 86.0 64.0 $4,160.00 16 Cap, 6 -inch dia., with 2 -inch ball valve EACH $300.00 1.0 1.0 0.0 $0.00 17 Cap or Plug, 6 -inch dia. EACH $175.00 13.0 8.0 (5.0) ($875.00) 18 Concrete blocking EACH $285.00 6.0 21.0 15.0 $4,275.00 19 Hydrant removal EACH $600.00 11.0 10.0 (1.0) ($600.00) 20 Hydrant assembly EACH $4,045.00 10.0 11.0 1.0 $4,045.00 21 Temporary PVC water main L.F. $20.65 1003.0 997.0 (6.0) ($123.90) 22 Drive -over protection for temporary PVC water main EACH $2,500.00 1.0 1.0 0.0 $0.00 23 Removal of temporary PVC surface water main EACH $850.00 3.0 2.0 (1.0) ($850.00) connections to ductile iron water main 24 Short side water service EACH $1,250.00 33.0 33.0 0.0 $0.00 25 Long side water service EACH $1,400.00 15.0 15.0 0.0 $0.00 26 Cold mix asphalt Tons $150.00 6.0 0.0 (6.0) ($900.00) 27 Corporation, 2 -inch dia. EACH $250.00 1.0 0.0 (1.0) ($250.00) 28 Stainless Steel Wrap Around Sleeve, 6 -inch X 12 -inch EACH $300.00 1.0 2.0 1.0 $300.00 29 Remove and replace 7-1/2 inch asphalt SY $102.00 75.0 0.0 (75.0) ($7,650.00) 4001 2 inch long side water service for City of Waterloo Valley View Park L.S. $1,425.00 1.0 1.0 0.0 $0.00 TOTAL DIVISION II $12,935.00 TOTAL INCREASE DIVISION I $156,954.60 TOTAL INCREASE $169,889.60 ORIGINAL CONTRACT AMOUNT $5,424,582.33 CHANGE ORDER NO. 1 $1,372.00 CHANGE ORDER NO. 2 $880.00 CHANGE ORDER NO. 3 $5,411.70 CHANGE ORDER NO. 4 $1,425.00 CHANGE ORDER NO. 5 (INCREASE -DECREASE SUMMARY) $169,889.60 FINAL CONTRACT AMOUNT $5,603,560.63 PAYMENTS TO CONTRACTOR ESTIMATES 1-32 $5,322,404.10 RETAINAGE $281,156.53 TOTAL PAID CONTRACTOR $5,603,560.63 Page - 3