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Item 6 - LE Ave Sewer - CCO #6
CONTRACT CHANGE ORDER FORM LAKE ELMO AVE SEWER INFRASTRUCTURE IMPROVEMENTS CHANGE ORDER NO. DATE: TO: UNIT Amount of Original Contract $ Sum of Additions/Deductions approved to date (CO # 1 ‐5) $ Contract Amount to date $ Amount of this Change Order (ADD) (DEDUCT) (NO CHANGE)$ Revised Contract Amount $ The Contract Period for Completion will be (UNCHANGED) (INCREASED) (DECREASED)days APPROVED BY ENGINEER: FOCUS Engineering, inc. APPROVED BY CONTRACTOR DATE DATE APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA DATE DATE 0 This Document will become a supplement to the Contract and all provisions will apply hereto. The Contract Documents are modified as follows upon execution of this Change Order. BYENGINEER 3,463,201.60 6,027.14 3,469,228.74 (59,982.54) 3,409,246.20 INCREASE/(DECREASE) Minger Construction , Inc. 2471 Galpin Court, Suite 110, Chanhassen, MN 55317 2013.123 6July 15, 2014 ITEM Per the project Contract Documents the original contract amount and basis of award is established using the estimated quantities for each item of work listed in the bid schedule and multiplying them by the Contractor’s corresponding unit bid price. The Contractor is paid for the actual final quantities installed on the project at the unit bid prices. At the completion of the project, a compensating change order is prepared to revise the estimated quantities for each work item listed in the bid schedule to the actual quantities installed and the corresponding Contract Amount is revised accordingly. This compensating change order reflects a net decrease to the contract amount by $59,982.54. NET CONTRACT CHANGE ($59,982.54) CITY OF LAKE ELMO, MINNESOTA BYBY CHANGE ORDER DESCRIPTION / JUSTIFICATION: Attachments (list documents supporting change):Itemization DESCRIPTION OF PAY ITEM QTY UNIT PRICE **See attached itemization for Change Order Items FOCUS Engineering, inc.CHANGE ORDER FORM CHANGE ORDER NO. 6 LAKE ELMO AVENUE SEWER INFRASTRUCTURE IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2013.123 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT 1 LS 1 $33,000.00 $33,000.00 1 $33,000.00 ‐$0.00 2 LS 1 $16,500.00 $16,500.00 1.00 $16,500.00 ‐$0.00 3 LF 3654 $1.65 $6,029.10 1,857 $3,064.05 ‐1797.0 ‐$2,965.05 4 EA 3 $970.00 $2,910.00 1.0 $970.00 ‐2.0 ‐$1,940.00 5 MGAL 2 $278.00 $556.00 0 $0.00 ‐2.0 ‐$556.00 6 EA 206 $266.00 $54,796.00 209 $55,594.00 3.0 $798.00 7 AC 1.9 $4,160.00 $7,904.00 1.9 $7,904.00 ‐$0.00 8 EA 4 $350.00 $1,400.00 6 $2,100.00 2.0 $700.00 9 AC 9.49 $3,700.00 $35,113.00 9.34 $34,558.00 ‐0.15 ‐$555.00 10 AC 0.2 $4,250.00 $850.00 0 $0.00 ‐0.2 ‐$850.00 11 SY 5625 $1.10 $6,187.50 5,570 $6,127.00 ‐55.0 ‐$60.50 12 CY 500 $13.00 $6,500.00 300 $3,900.00 ‐200.0 ‐$2,600.00 13 LF 60 $5.25 $315.00 60 $315.00 ‐$0.00 14 SF 60 $55.00 $3,300.00 0 $0.00 ‐60.0 ‐$3,300.00 15 LS 0 $1,400.00 $0.00 0 $0.00 ‐$0.00 16 LS 1 $11,500.00 $11,500.00 1 $11,500.00 ‐$0.00 $186,860.60 $175,532.05 ‐$11,328.55 1 EA 1 $11,600.00 $11,600.00 1 $11,600.00 ‐$0.00 2 EA 1 $3,760.00 $3,760.00 1 $3,760.00 ‐$0.00 3 LF 100 $84.00 $8,400.00 52 $4,368.00 ‐48.0 ‐$4,032.00 4 LS 1 $187,000.00 $187,000.00 1 $187,000.00 ‐$0.00 5 LS 1 $66,750.00 $66,750.00 1.00 $66,750.00 ‐$0.00 6 LS 1 $134,000.00 $134,000.00 1.00 $134,000.00 ‐$0.00 7 LS 1 $98,250.00 $98,250.00 1.00 $98,250.00 ‐$0.00 8 LS 1 $243,000.00 $243,000.00 1.00 $243,000.00 ‐$0.00 9 LF 15649 $81.00 $1,267,569.00 15,619 $1,265,139.00 ‐30.0 ‐$2,430.00 10 LF 399 $57.00 $22,743.00 438 $24,966.00 39.0 $2,223.00 11 LF 15 $155.00 $2,325.00 15 $2,325.00 ‐$0.00 12 LF 15 $155.00 $2,325.00 15 $2,325.00 ‐$0.00 13 LF 0 $155.00 $0.00 0 $0.00 ‐$0.00 14 LF 213 $91.00 $19,383.00 211 $19,201.00 ‐2.0 ‐$182.00 15 LF 193 $91.00 $17,563.00 193 $17,563.00 ‐$0.00 16 LF 25 $258.00 $6,450.00 20 $5,160.00 ‐5.0 ‐$1,290.00 17 LF 45 $116.00 $5,220.00 61 $7,076.00 16.0 $1,856.00 18 LF 999 $116.00 $115,884.00 1,513 $175,508.00 514.0 $59,624.00 19 LF 1353 $116.00 $156,948.00 934 $108,344.00 ‐419.0 ‐$48,604.00 20 LF 583 $116.00 $67,628.00 486 $56,376.00 ‐97.0 ‐$11,252.00 21 LF 213 $116.00 $24,708.00 202 $23,432.00 ‐11.0 ‐$1,276.00 22 LF 92 $116.00 $10,672.00 153 $17,748.00 61.0 $7,076.00 23 LF 169 $116.00 $19,604.00 105 $12,180.00 ‐64.0 ‐$7,424.00 24 LF 20 $82.00 $1,640.00 120 $9,840.00 100.0 $8,200.00 25 EA 1 $1,140.00 $1,140.00 6 $6,840.00 5.0 $5,700.00 26 EA 12 $4,900.00 $58,800.00 11 $53,900.00 ‐1.0 ‐$4,900.00 27 EA 4 $8,400.00 $33,600.00 5 $42,000.00 1.0 $8,400.00 28 VF 120.1 $73.00 $8,767.30 112.0 $8,173.08 ‐8.1 ‐$594.22 29 VF 44.1 $120.00 $5,292.00 56.2 $6,746.40 12.1 $1,454.40 30 EA 5 $10,400.00 $52,000.00 5 $52,000.00 ‐$0.00 31 EA 4 $13,500.00 $54,000.00 4 $54,000.00 ‐$0.00 32 LF 0 $108.00 $0.00 0 $0.00 ‐$0.00 33 LF 18 $138.00 $2,484.00 20 $2,760.00 2.0 $276.00 34 LF 36 $301.00 $10,836.00 40 $12,040.00 4.0 $1,204.00 35 EA 3 $9,300.00 $27,900.00 3 $27,900.00 ‐$0.00 36 EA 18 $8,000.00 $144,000.00 18 $144,000.00 ‐$0.00 37 CY 803 $1.00 $803.00 300 $300.00 ‐503.0 ‐$503.00 38 CY 803 $1.00 $803.00 300 $300.00 ‐503.0 ‐$503.00 39 LF 300 $32.00 $9,600.00 0 $0.00 ‐300.0 ‐$9,600.00 40 LF 4541 $1.25 $5,676.25 4,389 $5,486.25 ‐152.0 ‐$190.00 41 LS 1 $190,000.00 $190,000.00 1.00 $190,000.00 ‐$0.00 $3,099,123.55 $3,102,356.73 $3,233.18 18" DIP CLASS 50 SANITARY SEWER EXTERNAL MANHOLE DROP 16" RES. SEAT GATE VALVE & BOX HORIZONTAL DIRECTIONAL DRILLING BORE PITS EXCAVATE, SALVAGE, AND STOCKPILE WETLAND SOIL (CV) PLACE SALVAGED WETLAND SOIL (CV) TRENCH STABILIZATION ROCK TELEVISING SUBTOTAL ‐ DIVISION 2 COMPENSATING CHANGE ORDER #6 EROSION CONTROL BLANKET (WOOD FIBER) TOPSOIL BORROW SUBTOTAL ‐ DIVISION 1 DIVISION 2 ‐ SANITARY SEWER DITCH CHECK SALVAGE/SALVAGE AND REINSTALL EXISITNG IRRIGATION PUMP HOUSE RAIN GARDEN 48" DIAMETER SAN. MANHOLE, TYPE 301 EXTRA DEPTH (>10' DEPTH) 54" DIAMETER SAN. MANHOLE, TYPE 301 EXTRA DEPTH (>10' DEPTH) 72" CLEANOUT MANHOLE 8" PVC, SDR 35 SANITARY SEWER (15'‐20' DEPTH) 8" PVC, SDR 35 SANITARY SEWER (20'‐25' DEPTH) 24" SANITARY SEWER (35'‐40' DEPTH) 6" PVC, SDR 26 SOLVENT WELD SERVICE PIPE 6" ON 18" WYE BRANCH 48" DIAMETER SAN. MANHOLE, TYPE 301 (0'‐10' DEPTH) 54" DIAMETER SAN. MANHOLE, TYPE 301 (0'‐10' DEPTH) CHEMICAL FEED SYSTEM 16" HDPE FORCEMAIN, INSTALLED BY HDD 16" HDPE FORCEMAIN, INSTALLED BY OPEN CUT 8" PVC, SDR 35 SANITARY SEWER (10'‐15' DEPTH) TOTAL TO DATE CONNECT TO EXISTING MANHOLE ROCK CONSTRUCTION ENTRANCE WATER FOR DUST CONTROL TREE REMOVAL CLEARING & GRUBBING INLET PROTECTION HYDRO MULCH W/ SEED & FERTILIZER SEEDING (WETLAND MIX) DIVISION 1 ‐ GENERAL MOBILIZATION TRAFFIC CONTROL SILT FENCE MODULAR BLOCK RETAINING WALL 72" AIR RELEASE MANHOLE 6" DIP CLASS 50 SANITARY SEWER 24" DIP CLASS 50 SANITARY SEWER ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT 24" SANITARY SEWER (20‐25' DEPTH) 24" SANITARY SEWER (25‐30' DEPTH) 24" SANITARY SEWER (30‐35' DEPTH) SALVAGE & REINSTALL EXISTING SANITARY SEWER MANHOLE SALVAGE & REINSTALL EXISTING SANITARY SEWER LIFT STATION STRUCTURE, VALVE VAULT, AND PIPING LIFT STATION PUMPS AND ACCESSORIES LIFT STATION ELECTRICAL AND CONTROLS 18" PVC, SDR 26 SANITARY SEWER (10‐15' DEPTH) 18" PVC, SDR 26 SANITARY SEWER (15‐20' DEPTH) 18" PVC, PS115 SANITARY SEWER (30‐35'' DEPTH) 24" SANITARY SEWER (0‐10' DEPTH) 24" SANITARY SEWER (10‐15' DEPTH) 24" SANITARY SEWER (15‐20' DEPTH) GENERATOR QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT COMPENSATING CHANGE ORDER #6TOTAL TO DATEITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT 1 EA 0 $5,100.00 $0.00 0 $0.00 ‐$0.00 2 LF 100 $41.00 $4,100.00 153 $6,273.00 53.0 $2,173.00 3 EA 1 $1,300.00 $1,300.00 1 $1,300.00 ‐$0.00 4 EA 1 $4,600.00 $4,600.00 1 $4,600.00 ‐$0.00 $10,000.00 $12,173.00 $2,173.00 1 LF 85 $5.50 $467.50 80 $440.00 ‐5.0 ‐$27.50 2 LF 178 $4.50 $801.00 178 $801.00 ‐$0.00 3 EA 1 $1,050.00 $1,050.00 1.0 $1,050.00 ‐$0.00 4 SY 120 $2.90 $348.00 135 $391.50 15.0 $43.50 5 SY 25 $2.90 $72.50 39 $113.10 14.0 $40.60 6 LF 20 $2.50 $50.00 25 $62.50 5.0 $12.50 7 LS 1 $21,600.00 $21,600.00 1 $21,600.00 ‐$0.00 8 TN 1101 $18.00 $19,818.00 1,139 $20,494.98 37.6 $676.98 9 SY 120 $44.00 $5,280.00 107 $4,708.00 ‐13.0 ‐$572.00 10 TN 165 $194.00 $32,010.00 7 $1,358.00 ‐158.0 ‐$30,652.00 11 TN 125 $194.00 $24,250.00 7 $1,358.00 ‐118.0 ‐$22,892.00 12 GA 69 $4.25 $293.25 0 $0.00 ‐69.0 ‐$293.25 13 LF 20 $55.00 $1,100.00 25 $1,375.00 5.0 $275.00 14 TN 55 $47.00 $2,585.00 5 $235.00 ‐50.0 ‐$2,350.00 15 LF 178 $47.00 $8,366.00 286 $13,442.00 108.0 $5,076.00 16 CY 5 $125.00 $625.00 10 $1,250.00 5.0 $625.00 17 EA 25 $88.00 $2,200.00 14 $1,232.00 ‐11.0 ‐$968.00 $120,916.25 $69,911.08 ‐$51,005.17 TOTALS ‐ BASE CONTRACT $3,416,900.40 $3,359,972.86 ‐$56,927.54 CHANGE ORDER NO. 1 C01‐18" PVC, SDR 23.5 SANITARY SEWER (25'‐30' DEPTH) LF 44.0 $200.00 $8,800.00 40.0 $8,000.00 ‐4.0 ‐$800.00 CO1‐24" POLYSTYRENE INSULATION SY 10.5 $35.00 $367.50 42.5 $1,487.50 32.0 $1,120.00 TOTALS ‐ CHANGE ORDER NO. 1 $9,167.50 $9,487.50 $320.00 CHANGE ORDER NO. 2 CO2‐1 LS 1.0 ‐$3,500.00 ‐$3,500.00 1.0 ‐$3,500.00 ‐$0.00 CO2‐2 EA 1.0 $5,500.00 $5,500.00 1.0 $5,500.00 ‐$0.00 CO2‐3 LF 328.0 $75.00 $24,600.00 283.0 $21,225.00 ‐45.0 ‐$3,375.00 TOTALS ‐ CHANGE ORDER NO. 2 $26,600.00 $23,225.00 ‐$3,375.00 CHANGE ORDER NO. 4 CO4‐1 CY 699.0 $8.66 $6,053.34 699.0 $6,053.34 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 4 $6,053.34 $6,053.34 $0.00 CHANGE ORDER NO. 5 CO5‐1 LS 1.0 $1,050.00 $1,050.00 1.0 $1,050.00 ‐$0.00 CO5‐2 LS 1.0 $3,000.00 $3,000.00 1.0 $3,000.00 ‐$0.00 CO5‐3 LS 1.0 $1,400.00 $1,400.00 1.0 $1,400.00 ‐$0.00 CO5‐4 TN 70.0 $72.25 $5,057.50 70.0 $5,057.50 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 5 $10,507.50 $10,507.50 $0.00 TOTALS ‐ DIFFERENCE IN CONTRACT AND ACTUAL WORK COMPLETE $3,469,228.74 $3,409,246.20 ‐$59,982.54 CL.5 AGGREGATE BASE, SHOULDER 15" CMP PIPE CULVERT W/APRON 6" HYDRANT (8'‐6" BURY) SAWCUT BITUMINOUS PAVEMENT REMOVE PIPE CULVERT (ALL TYPES & SIZES) SALVAGE & REINSTALL WOOD WIER 6" DIP, CL. 52 WATERMAIN 6" RES. SEAT GATE VALVE & BOX DIVISION 4 ‐ STREETS AND RESTORATION SUBTOTAL ‐ DIVISION 3 8"X6" WET TAP (INCLUDE SLEEVE AND VALVE) DIVISION 3 ‐ WATERMAIN COST FOR ADDITIONAL EASEMENT TO RELOCATE MH 0‐1 SPWEA240B BITUMINOUS WEAR COURSE, DRIVES SPNWB230B BITUMINOUS NON‐WEAR COURSE, STREETS SPWEA240B BITUMINOUS WEAR COURSE, STREETS BITUMINOUS MATERIAL FOR TACK COAT CONCRETE CURB & GUTTER CL. 3 RIP RAP W/ GEOTEXTLE FABRIC INSTALL RIPRAP CHANNEL ALONG LS DRIVEWAY LOCKING COVER FOR AUTOMATIC TRANSFER SWITCH MILL AND REPAVE LAKE ELMO AVE AND 30TH ST INTERSECTION GRADING FOR RIPRAP CHANNEL ALONG LS DRIVEWAY REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT, DRIVES ADDITIONAL FILL & GRADING AT LS SITE REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT, STREETS REMOVE & DISPOSE OF EXIST. CONCRETE CURB & GUTTER LIFT STATION SITE GRADING CL.5 AGGREGATE BASE 8" X 8" WET TAP INCL. VALVE & SLEEVE 12" DIP CL. 52 WATERMAIN INCL. FITTINGS SUBTOTAL ‐ DIVISION 4 OFF ROAD STRUCTURE MARKER