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4.2. SR 11-17-2014 �i EOty lk Request for Action River To Item Number Mayor and City Council 4.2 Agenda Section Meeting Date Prepared by Consent November 17, 2014 Tim Simon, Finance Director Item Description Reviewed by Public Works Facility and Nature's Edge Business Cal Portner, City Administrator Center Phase II Pay Estimates Reviewed by Action Requested Approve,by motion, the pay estimates as stated below. Background/Discussion The pay estimates have been reviewed by the department director in charge of the projects. This is the final estimate for the Public Works Facility project and for Nature's Edge,Phase 11. Financial Impact Pay Est. Project No. Contractor Amount Public Works Project Final RJM Construction $3,124.00 Nature's Edge, Phase 11 1 LaTour Construction $542,279.95 Attachments • Pay estimate for the Public Works Facility. • Pay Estimate for Nature's Edge Business Center, Phase II P0WInII a Template Updated 4/14 [NATUREJ F V Z °o a° Oo Oo 0 0° o o °o m „ m t o Lo 0 o 0 o c ca v v O CNO M M tv N- c c a p CO C t!'] CO SG to M M w Y m 40 0 p S° m 7 LY � N N_ to M [O m a0 CO 4l m E y U 00 O r0 O r o So = 8 WE o0 L J O O N r N M 49 64 69 il3 69 (A 69 m E T 4 OLULU puiOCQ V Z 'Q Q Z Q Z Z :E m Z O W : : : m m L -�. a. O a 0 F OOZ O � � g3 m � Lh W W in W, H ❑ °c3 M ! ❑ ❑ o U W o C Z : W z E c 0. LLJ U O E' Q 40mmW �c W r Q Q Q Z c° GF F=.2 U m z O ❑ : d d G 2 y K Z a _d U) 6Fr ag p LL m s c U o 0 W m, m ¢ a Lu ry Cm 0 ¢ : Z H t °aO O Z aO Q Q � 11 W W -3: W O J O cc L F,_ m U Q Z Z W Q o LL = U a A o m© a � m M C) M O O W ❑ en w a z LY Zfj : ool a� U W CL W U W W L)°WCL G W a Z m O z ❑ LL fi r° ec u. 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W E O O O ty m a ' E '� _i n a m s U p N m T o. °+ � w mr � O 2 +M Y ❑•- °- Q } °c m a w w c m o 0 UQrW fYfn m U m me c ° m QCit[f y �.. p � Z L. nq m _ L m m m v v p z F �tn LL 4) C .J c n. t3 O QG ¢ m :? # m m cx+ w °� a c U Q C to X Q m E a s Q Z O W _G C z u ❑ m a m E ro m m - o E ° Cl) m H �u C a E 9 W a c m Lc CO •�' 4 � H CD Z cy m ° v ° °' O1Aa � $ wm Z OM ❑ O m !!Ssttl z {?. ( 4) M jai- m O c4 f0 ❑ W OZ� C LL = m $ a ro m G o m .w v �' E U y7 C N Z Z y r w b _ m m m` ' 3 E m m _ m 2 tC r �' to c t) W c ° m w L c L �v 'ea m an m t N q C +lD+ U p A) U) ti �+ F w v -a. p) LL 0 U G9 Z f!) Mt;rr+� Y PAY ESTIMATE#1 CITY OF ELK RIVER Natures Edge Business Center- Phase 2 Improvements November 5,2014 Honorable Mayor&City Council City of Elk River 13065 Orono Parkway Elk River,MN 55330 RE: Natures Edge Business Center-Phase 2 Improvements Contractor: LaTour Construction,Inc. Contract Amount: $1,311,227.89 Award Date:September 18,2014 Completion Date:July 15,2015 Dear Honorable Mayor and Council Members: The following work has been completed on the above-referenced project by LaTour Construction,Inc. Bid Schedule"A"-Street Construction ITEM I ESTIMATED CONTRACT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 1 CLEARING 2.30 ACRE $4,100.00 $ 9,430.00 2.46 $ 10,086.00 2 GRUBBING 2.30 ACRE $4,100.00 $ 9,430.00 2.46 $ 10,086.00 3 REMOVE PIPE CULVERTS 26 LIN FT $7.00 $ 182.00 26 $ 182.00 4 REMOVE BITUMINOUS PAVEMENT 811 SO YD $2.80 $ 2,270.80 811 $ 2,270.80 5 SALVAGE RANDOM RIPRAP 20 CU YD $9.00 $ 180.00 20 $ 180.00 6 COMMON EXCAVATION(EV)(P 152,868 CU YD $1.88 $ 287,391.84 152,868 $ 287,391.84 7 AGGREGATE BASE CLASS 5-TRAIL CV P 325 CU YD $27.00 $ 8,775.00 $ - 8 AGGREGATE BASE CLASS 5-STREET CV P 2,705 CU YD $21.80 $ 58,969.00 $ 9 BITUMINOUS MATERIAL FOR TACK COAT 433 GALLONS $3.20 $ 1,385.60 $ 10 TYPE SP 12.5 WEARING COURSE MIXTURE 2,B 2.5"THICK 1,674 SO YD $10.40 $ 17,409.60 $ 11 TYPE SP 12.5 WEARING COURSE MIXTURE 3,B 2.0"THICK 8,650 SO YD $7.90 $ 68,335.00 $ 12 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3,B 2.5"THICK 8,650 SO YD $9.40 $ 81,310.00 $ 13 4"POLYSTYRENE INSULATION 30 SY $46.50 $ 1,395.00 $ 14 6"CONCRETE WALK 949 SO-FT $5.35 $ 5,077.15 $ 15 CONCRETE CURB&GUTTER DESIGN B618 3,737 LIN FT $10.50 $ 39,238.50 $ 16 TRUNCATED DOMES 64 SO FT $31.00 $ 1,984.00 $ 17 TYPE III BARRICADES 7 EACH $245.00 $ 1,715.00 $ 18 FURNISH SIGN PANELS TYPE C 23 SO FT $39.00 $ 897.00 $ - 19 SILT FENCE,TYPE MS 6.708 LIN FT $1.85 $ 12,409.80 6,524 $ 12,069.40 20 STORM DRAIN INLET PROTECTION 9 EACH $240.00 $ 2,160.00 $ - 21 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $990.00 $ 990.00 1 $ 990.00 22 EROSION CONTROL SUPERVISOR 1 LUMP SUM $3,250.00 $ 3,250.00 0.5 $ 1,625.00 23 SEEDING 39 ACRE $97.00 $ 3,783.00 12.8 $ 1,241.60 24 SEED MIXTURE 25-121 2379 POUND $4.55 $ 10,824.45 722 $ 3,285.10 25 MULCH MATERIAL TYPE 1 78 TON $235.00 $ 18,330.00 14.8 $ 3,478.00 26 EROSION CONTROL BLANKETS CATEGORY 3 20.640 SO YD $1.15 $ 23,736.00 $ - 27 FERTILIZER TYPE 1 11700 POUND $0.45 $ 5,265.00 $ 28 EROSION CONTROL 1 LUMP SUM $3,500.00 $ 3,500.00 $ 29 PAVEMENT MESSAGE LT ARROW EPDXY 2 EACH $153.00 $ 306.00 $ 30 PAVEMENT MESSAGE RT ARROW EPDXY 2 EACH $153.00 $ 306.00 $ 31 4"SOLID LINE WHITE-EPDXY 550 LIN FT $0.80 $ 440.00 $ 32 4"DOUBLE SOLID LINE YELLOW-EPDXY 1,456 LIN FT $1.00 $ 1,456.00 $ 33 CROSSWALK MARKING-EPDXY 162 SO FT 1 $8.20 $ 1,328.40 $ - Total Bid Schedule"A" $ 683,460.14 $ 332,885.74 S:\Municipal\Aelkriver\ER302\Pay Estimates\ER302 PE PE- 1 PAY ESTIMATE#1 CITY OF ELK RIVER Natures Edge Business Center- Phase 2 Improvements Bid Schedule"B"-Storm Sewer ITEM ESTIMATED CONTRACT I CONTRACT I USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 34 BULKHEAD 6 EACH $85.00 $ 510.00 $ 35 24"RC PIPE CULVERT CLASS III 168 LIN FT $28.50 $ 4,788.00 $ - 36 15"RC PIPE APRON 4 EACH $570.00 $ 2,280.00 4 $ 2,280.00 37 24"RC PIPE APRON 2 EACH $675.00 $ 1,350.00 $ - 38 36"RC PIPE APRON 1 EACH $1,000.00 $ 1,000.00 $ 39 TRASH GUARD FOR 36"PIPE APRON 1 EACH $425.00 $ 425.00 $ 40 30"PERF CP PIPE SEWER 209 LIN FT $78.00 $ 16,302.00 $ 41 36"PERF CP PIPE SEWER 1,160 LIN FT $90.00 $ 104,400.00 $ - 42 15"RC PIPE SEWER DESIGN 3006 CL V 536 LIN FT $27.00 $ 14,472.00 104 $ 2,808.00 43 18"RC PIPE SEWER DESIGN 3006 CL III 91 LIN FT $29.50 $ 2,684.50 $ - 44 36"RC PIPE SEWER DESIGN 3006 CL III 217 LIN FT $61.50 $ 13,345.50 $ - 45 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL POND OUTLET 2 EACH $3,000.00 $ 6,000.00 2 $ 6,000.00 46 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 36.6 LIN FT $295.00 $ 10,797.00 $ - 47 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 96.4 LIN FT $248.00 $ 23,907.20 $ 48 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 23.2 LIN FT $340.00 $ 7,888.00 $ 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 21.3 LIN FT $620.00 $ 13,206.00 1 $ 50 CASTING ASSEMBLY 1 21 EACH $650.00 $ 13,650.00 1 $ - 51 1 RANDOM RIPRAP CLASS IV 9.9 CU YD $71.00 $ 702.90 13.9 $ 986.90 Total Bid Schedule"B" $ 237,708.10 $ 12,074.90 Bid Schedule"C"-Sanitary Sewer ITEM I ESTIMATED CONTRACT I CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 52 WELDED STEEL PIPE-JACKED 54 LIN FT $585.00 $ 31,590.00 54 $ 31,590.00 53 8"PVC PIPE SEWER SDR 35 340 LIN FT $27.00 $ 9,180.00 146 $ 3,942.00 54 12"PVC PIPE SEWER SDR 35 1,645 LIN FT $34.00 $ 55,930.00 1,632 $ 55,488.00 55 6"PVC PIPE PLUG-SEWER 5 EACH $35.00 $ 175.00 $ - 56 8"PVC PIPE PLUG-SEWER 2 EACH $52.00 $ 104.00 $ - 57 12"PVC PIPE PLUG-SEWER 1 EACH $111.00 $ 111.00 1 $ 111.00 58 CONNECT TO EXISTING SANITARY SEWER 1 EACH $1,350.00 $ 1,350.00 1 $ 1,350.00 59 6"PVC SANITARY SERVICE PIPE SDR 26 284 LIN FT $25.00 $ 7,100.00 219 $ 5,475.00 60 CLEAN AND VIDEO TAPE PIPE SEWER 1,985 LIN FT $1.25 $ 2,481.25 $ - 61 CONSTRUCT SANITARY STRUCTURE DESIGN 48-4007 0-12' 8 EACH $2,165.00 $ 17,320.00 7 $ 15,155.00 62 CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE >12' 35.3 LIN FT $88.00 $ 3,106.40 31.57 $ 2,778.16 63 CASTING ASSEMBLY 8 EACH $830.00 $ 6,640.00 $ - Total Bid Schedule"C" $ 135,087.65 $ 115,889.16 Bid Schedule"D"-Watermain ITEM ESTIMATED CONTRACT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 64 DUCTILE IRON FITTINGS 4600 POUND $2.80 $ 12,880.00 544 $ 1,523.20 65 6"WATERMAIN DUCTILE IRON CL 52 55 LIN FT $28.00 $ 1,540.00 7 $ 196.00 66 8"WATERMAIN DUCTILE IRON CL 52 549 LIN FT $33.00 $ 18,117.00 $ - 67 12"WATERMAIN DUCTILE IRON CL 52 980 LIN FT $43.50 $ 42,630.00 $ - 68 16"WATERMAIN DUCTILE IRON CL 52 645 LIN FT $61.00 $ 39,345.00 520 $ 31,720.00 69 6"GATE VALVE AND BOX 4 EACH $1,135.00 $ 4,540.00 $ - 70 8"GATE VALVE AND BOX 10 EACH $1,645.00 $ 16,450.00 $ 71 12"BUTTERFLY VALVE AND BOX 1 EACH $1,930.00 $ 1,930.00 $ - 72 16"BUTTERFLY VALVE AND BOX 2 EACH $2,750.00 $ 5,500.00 1 $ 2,750.00 73 CONNECT TO EXISTING WATERMAIN 1 EACH $3,000.00 $ 3,000.00 1 $ 3,000.00 74 HYDRANT 5 EACH $3,500.00 $ 17,500.00 1 $ 3,500.00 75 HYDRANT EXTENSION 10 LIN FT $620.00 $ 6,200.00 $ - Total Bid Schedule"D" $ 169,632.00 $ 42,689.20 S:\Municipal\Aelkriver\ER302\Pay Estimates\ER302 PE PE-2 PAY ESTIMATE#1 CITY OF ELK RIVER Natures Edge Business Center-Phase 2 Improvements Bid Schedule"E"-Mobilization,DewaterIng&Traffic Centro! ITEM ESTIMATED CONTRACT CONTRACT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 76 MOBILIZATION 1 LUMP SUM $24,700.00 $ 24,700.00 0.75 $ 18,525.00 77 DEWATERING 1 LUMP SUM $59,415,00 $ 59,415.00 0.80 $ 47,532.00 76 TRAFFIC CONTROL 1 LUMP SUM $1,225.00 $ 1,225.00 1 $ 1,225.00 Total Bid Schedule"E" $ . 85,340.00 $ 67282.00 Bid Schedule"A" $ 683,460.14 $ 332,885.74 Bid Schedule"B" $ 237,708.10 $ 12 074,90 Bid Schedule"C" $ 135,087.65 $ 115,889.16 Bid Schedule"D" $ 169,632.00 $ 42,689.20 Bid Schedule"E" $ 85,340,00 $ 67,282.00 Total Work Completed to Date $ 570,821.00 Less 5%Retainage: $ 28,541.05 WE RECOMMEND PAYMENT OF: $ 542,279.95 APPROVALS: CONTRACTOR: LATOUR CONSTRUCTION,INC, Certification by Co tor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: V/�`�d Nej;or-. Date ENGINEER: HAKANSON ANDERSON Certification by ngineer: We re o end payment for work and quantities as shown. Signed: Title: Pro ect En ineer Date i OWNER: CITY OF ELK RIVER 1 Signed: Title: Date S:\MunlclpaNAelkriver\ER302\Pay Estimates\ER302 PE PE-3