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4.2.B. SR 10-15-2012
Elk REQUEST FOR ACTION River TO ITEM NUMBER Mayor and City Council 4.2.B AGENDA SECTION MEETING DATE PREPARED BY Consent October 15,2012 Justin Femrite,City Engineer ITEM DESCRIPTION REVIEWED By Natures Edge Business Center Pay Estimate 2 REVIEWED BY ACTION REQUESTED The City Council is asked to approve the pay estimate as described below. BACKGROUND/DISCUSSION Listed below is a pay estimate that has been submitted for approval. The pay estimate has been reviewed by staff and found to be accurate and in accordance with the contract documents. FINANCIAL IMPACT PROJECT PAY EST.# CONTRACTOR AMOUNT Natures Edge Business Center 2 Burschville Construction, Inc. $483,961.66 ATTACHMENTS • Pay estimate as referenced above Action Motion by Second by Vote Follow Up • I' R1ERE1 R* NATURE fiakanson Main Office: 3601 Thurston Avenue, Anoka, MN 55303 .. . 35 A Phone:763/427-5860 Fax' 763/427-0520 .1 ,..)!! tAnderson www.haa-inc.corn October 8,2012 Justin Femrite, City Engineer City of Elk River 13065 Orono Parkway Elk River,MN 55330 RE: Natures Edge Business Center— Pay Estimate 42 Dear Justin: Attached please find Pay Estimate 42 for the above referenced project. We recommend partial payment of$483,961.66 as shown on the attached Pay Estimate. The major pay items for this estimate include site grading, storm sewer, curb and gutter and bituminous base course construction. Please consider placing this request for payment on the October 15, 2012 City Council meeting agenda. If you have any questions please call me at 763-852-0485. Sincerely, I lakanson Anderson Ilk. ------ Cr7tig J. oc lum,1 roject Engineer Attachment cc: Jim Schendel, Burschville Construction, Inc. PAY ESTIMATE#2 CITY OF ELK RIVER Natures Edge Business Center-Phase 1 October 5,2012 Honorable Mayor&City Council City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330 RE: Natures Edge Business Center-Phase 1 Contractor: Burschville Construction, Inc. Contract Amount: $1,082,515:88 Award Date:June 20,2012 Dear Honorable Mayor and Council Members: The following work has been completed on the above-referenced project by Burschville Construction, Inc. Bid Schedule"A"-Street Construction ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION 1 2101 501 CLEARING 1.6 ACRE $2.000.00 $ 3,200.00 1,8 $ 3,600.00 2 2101.506 GRUBBING 1.6 ACRE $200000 $ 3,200,00 1,8 $ 3,6.00 00 3 2104.501 REMOVE CURB 152 UN FT $4.00 $ 60500 121 484.00 4 2104.503 REMOVE CONCRETE PAVEMENT 72 SQ FT $4.01) $ 288.00 72 $ 288,00 6 210451)5 REMOVE BITUMINOUS PAVEMENT 2 SQ YD $100,00 $ 200,00 $ -- 6 2104,513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 110 LIN FT $4.00 $ 440.00 $ . 7 2104.601 LANDSCAPE RELOCATION 1 LUMP SUM $2,000.00 5 2,000.00 $ - 0 2105.501 COMMON EXCAVATION(EV)(P) 01,218 CU YD $2.07 $ 188 821 26 00218 $ 186 751 26 ,...._.... ,- -,--- 9 2211.501 AGGREGATE BASE CLASS 5(CV)(P) 3,315 CU YO $22.00 5 72,930.00 3,315 $ 72 930,00 _10 2232-501 MILL BITUMINOUS SURFACE(21 49 SQ YD $11,00 $ 539.00 $ - .11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT - 489 GALLONS $3.10 A i, 15 80_ ...3 .. 12 2360 501 1 YPE SP 12.5 WEARING COURSE MIXTURE(3,8)2,0"THICK 9,770 SO YD 56 75 $ 65,947,60 $ _ 13 2360_501 TYPE SE 12.5 NON WEARING COURSE MIXTURE(3,8)2.5"THICK 9,770 SQ VD $8.60 $ 83,045.00 9,258 $ 78,693.00 14 2360.503 I YPE SP 12.5 WEARING COURSE MIXTURE(2,B)2 5"THICK 1,700 SO VT) $060 $ i6,320 00 $ - 15 2511.501 RANDOM RIP RAP CLASS IV 33.3 CU VD $90 00 S 2,997.00 33 3 S 2.997.00 16 2515,604 ARTICULATED BLOCK MAT CLOSED CELL TYPE 3 164 SO VD 585 00 1 13,940 00. ..__ 156 $ 13,260.00 .- 17 2531.501 CONCRETE CURB&GUTTER DESIGN 13618 4,855 LIN FT $8 95 $ 43,452.25 4,850 $ 43,407.50 10 2531.507 8'CONCRETE DRIVEWAY PAVEMENT 288 SO ET $6.50 $ 1,872.00 247.5 $ 19 1,608.75 2531,618 TRUNCATED DOMES 88 SO FT $26.00 $ 2.288.00 $ - _ 20 2531.618 PEDESTRIAN CURB RAMP 922 SO FT $4. $ 4,471.70 $ - 21 2535.501 BITUMINOUS CURB 302 LIN FT $750 $ 2,265.00 308 $,. 2.,310.00 22 2564.531 SIGN PANELS TYPE C 62.0 SO FT $35 25 $ 2 105 50 $ _ 23 2573.502 SILT FENCE,TYPE MACHINE SLICED 4,120 LIN FT $1.50 $ 6,180,00 4,161 $ 6241.50 24 2573-530 ST OHM DRAIN INLE-I PROTECTION DEVICE 21 EACH $12500 $ 2,625.00 $ - 25 2573.602 lEMPORARY ROCK CONS-TRUCTION ENTRANCE 1 EACH $1,000 00 $ 1 000TXT„ 26 502 SEED MIXTURE 240 1615 POUND 55.00 $ 8,075,00 1 . 27 2675.511 MULCH MATERIAL TYPE 1 43.0 TON $210 00 $ _9,030.00 20 2575.523 EROSION CONTROL BLANKE IS CATEGORY 3 1,000 SO VD 1 25 $ 1,250.00 $ - . _ - _- 1 29 2575 532 FERTILIZER TYPE 1 6 450 POUND $0.65 $ 4,192.50 $ _ 30.._, 2575 601 EROSION CON I ROL I LUMP SUM 1 000.00 $ 1 000.00 $ . 31 2582.601 4'SOLID LINE WHITE-EPDXY 167 LIN FT $0.60 $ 100.20 i $ 32 2582 501 4"DOUBLE SOLID LINE YELLOW-EPDXY 1,247 LIN FT $1 15 $ 1,434,05 i $ 2582.503 CROSSWALK MARKIhIG-EPDXY 360 SO Fl - $1.155 414 00 $ Total Bid Schedule"A" $ 547 s t 828 86 $ 416,171,01 SAMunicipahAelkriver1ER301\Pay Eslonalesler301pe xis PE-1 , . PAY ESTIMATE#2 CITY OF ELK RIVER Natures Edge Business Center-Phase*I Bid Schedule"B"-Storm Sewer ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION rill 2412.602 BULKHEAD Ma linial $350.00 $ 2,450.00 7 $ 2 450 00 ............._ 5 2501.515 15"RC PIPE APRON 2 EACH $600.00 $ 1,200.00 2 $ 1,200.40 36 2501.515 42"RC PIPE APRON 1 EACH $2 250 00 $ 2 250 00 1 $ 2 250 00 2503.511 30"CP PIPE SEWER 315 LIN FT ',52.40 $ 16 506.00 315 $ 16 506,00 38 2503.511 36-CP PIPE SEWER 283 LIN FT $64.40 $ 18,225.20 $ 18,225.20 39 2503.541 16"RC PIPE SEWER DESIGN 3006 CL V 603 LIN FT $23 283 .00 18 469,00 803 , 18 469.00 40 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III 148 LIN FT $25,25 $ 3,737.00 148 $ 3,737,00 41 2503.541 21'RC PIPE SEWER DESIGN 3006 CI III 14 LIN FT 5,...,32.00 $ 14 $ 448.00 ..,_,. 448.00 42 2503.541 24'RC PIPE SEWER DESIGN 3006 CL III 184 LIN FT $31.00 $ 5,704.00 184 $ 5,704,00 : 43 2503.541 27"RC PIPE SEWER DESIGN 3006 CL III 39 1114 FT 541.00..1 ....... 1,599.00 30 $ 1,590,09 44 2503.541 42'RC PIPE SEWER DESIGN 3006 CL III 21 LIN FT $100.00 $ 2 100.00 2 , 2 100.00 45 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2 X 3) 13.7 LIN FT $277A0 $.. 3,800,38 133 $ 1,§991q. 46 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 50.2 LIN Fl $304.60 $ 15,290.92 50- $ 15,290.92 4 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 15.2 LIN FT $332 25 1 5050 20 5..2 $ 5.0 48 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60,71.1320 16.6 LIN FT $321.70 $ 5,340.22 16.6 $ 5 340 22 ...._ _- . 9 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 9 1114 FT $396.15 $ 3565.35 9 $ 3.565.35 0 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 5.8 LIN FT $670,00 5 8 3 886.00 , $ 3 886.■0 51 2506.516 CASTING ASSEMBLY EACH Mal $475.00 $ 9 975.00 ___....... 21 S 9,075.00 Total Bid Schedule"B" $ 119,596.27 ,..„ .1112,5222„. Bid Schedule"C"-Sanitary Sewer ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO NO. _ .. ITEM DESCRIPTION QUANTITY.... UNIT ...,.. PRICE , AMOUNT .. DATE .. EXTENSION .... 52A 2502.603 WELDED STEEL PIPE-JACKED 50 LIN FT $360.00 $ 18,000.00 50 $ 13 000,00 52 ._, 2503511 8'PVC PIPE SEWER SDR 35 835 LIN FT 521.25 $ 17,743.75 635 5 17,743,75 53 2503.511 IT PVC PIPE SEWER SDR 35 1,486 LIN FT $27.00 $ 40,122.00 1,486 $ 40,122.00 54 2503 602 16"PVC PIPE PLUG-SEWER 4 EACH $50.00 $ 200.00 4 $ 200.00 2503.602 81PVC PIPE PLUG-SEWER 1 EAU,I $75.00 $ 75.00 1 $ 75.00 ,-- 56 2503.602 lr PVC PIPE PLUG-SEWER 1 EACH $100.00 $ 100.00 1 $ 100.00 67 2503.602 CONNECT TO EXISTING SANITARY SEWER 1 EACH $1 500 00 $ 1 500 00 1 $ 1 500,00 .._ _ 58 2503.603 6"PVC SANITARY SERVICE PIPE SDR 26 211 LIN FT $20.50 $ 4,325.50 218 $ 4,469.00 50 2503.603 CLEAN AND VIDEO TAPE PIPE SEWER 2,321 LIN FT $1.25 $ .2,001.25 $ 60 2506,503 CONSTRUCT SANITARY STRUCTURE DESIGN 48-4007(0-12') 11 EACH $2,400.00 26,400.00 11 $ 26.400.00 , 61 2506.503 CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE(>12) 46.9 _. LIN FT $9500 $ 4,455.50 469 $ 4455.50 62 2506.516 CASTING ASSEMBLY 11 EACH 5425,00, 5 4,675.00 11 $ 4,675.00 Total Bid Schedule"C" $ 120,498.00 .1......11740.25.., Bid Schedule"0"-Watermain , ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION 63 2503.608 DUCTILE IRON FITTINGS 5,375 POUND $2.75 $ 14,781.25, 3,445 $ 9,473.75 54 2503.608 6'WATERMAIN DUCTILE IRON CL 52 156 LIN FT $26.50 $ 4,134.00 156 $ 4,134.00 65 2503.608 8"WATERMAIN DUCTILE IRON CL 52 1,307 LIN FT $32.50, S 42,477.50, 1,307 $ 42,477,50 56 2503.608 16'WATERMAIN DUCTILE IRON CL 52 1,328 LIN FT $65.25 $ 86,652.00.. 1,328 $ 86,652.00 67 2504.602 6"GATE VALVE AND BOX 7 EACH $1 225.00 $ 6,575.00 7 $ 8,575.00 68 2504.602 6"GATE VALVE AND BOX 6 EACH $1,675.00 $ 10,050.00 5 _ $ 8,375.00 69 2504.602 16"BUTTERFLY VALVE AND BOX 3 EACH $2,825.90 $ 8,475.00 3 $ 8 475 00 70 2504.602 CONNECT TO EXISTING WATERMAIN 2 EACH 52,250.00,5 4,500.00 3 $ 6,750.00 71 2504.602 HYDRANT - 1111= EACH $3,200,00 $ 19,200.00 6 $ 19,200,00 Total Bid Schedule"D" $ 198,844.75 4 194,112.25 S:\MunicipahAelkrivenER3011Pay Estimatesler301pe,xls PE-2 PAY ESTIMATE#2 CITY OF ELK RIVER Natures Edge Business Center-Phase 1 Bid Schedule"E"-Mobilization,Dewatering and Traffic Control ITEM ESTIMATED CONTRACT UNIT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY PRICE AMOUNT DATE EXTENSION .....................,,,,..,...„,.„...., 72 2021,501 MOBILIZATION IIIIIIUIIIIIIII LUTIIIIIIIIMMUI. 2000000 5 2000000 allial $ 1500000 _....„.._ __________..___.......... _.........____...............____ 7, 2106 601 DEVI/A"1E121NQ LUMP SUM 75 000.00 $ 76 000.00 1 $ 7500000 ,,,......_„,.....— „, ._ 74 2561601 TRAFFIC CON rRoL Low,SUM $75000 $ 750.00 MI . 375,00 .... ..........__ _________ Total Bid Schedule"E" $ 95,750.00 $ 90,375,00 Bid Schedule'A" $ 547,826.86 $ 416,171.01 Bid Schedule"B" _$J11596.27 $ 11%596.27 Bid Schedule"C" $ 120,498.00 $ 117,74125 Bid Schedule"D" _I 19$1$4..41. $..19.4,1.1?:?§.. Bid Schedule"E" $ 95,750.00 $ 90,375.00 Total Work Completed to Date $ 937,994.78 Less 5%Retainage $ 41699.74 Less Pay Estimate 1 $ 407,13138_ WE RECOMMEND PAYMENT OF: $ 483,961,66 APPROVALS: CONTRACTOR: BURSCHVILLE CONSTRUCTION,INC. Certific 1 tion by Contractor: I cer3ify that all items and amounts are correct for the work completed to date, ,4 Signed: AGIA , Title: lielee..4— Pt- Date /0 ENGINEER: -KANSON D c-SON Certificatit I by Enginee W' rii. emend payment for work and quantities as shown. Signed: , Title: et\eci- ',..;44.6, Date t2)/c'if ill 7,— ,) 0 OWNER: CITY OF ELK RIVER Signed: Title: Date S'AvlunicipahAelkrivenE12301\Pay Eslimatesler301ge.xls PE-3