Loading...
2002-05-01 Bids 2002 Northwest Commercial Park~~ TRANSMITTAL 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 to: City of Albertville 320.229.4300 800.572.0617 320.229.4301 FAX May 1, 2002 Date A-ALBEV 0113 14 File Numberand Location Client Number RE: 2002 Northwest Commercial Park, Albertville, Minnesota Contractor Bid Forms We are ® Enclosing 10 Bids as filled out by Contractors For your ® Information/Records ^ Action REMARKS: For your files. ey: Marti Hise mdh W:\albev\0113\corr\T-city bids-050102.dec ^ Sending Under Separate Cover ^ As Requested ^ Review ^ Approval ^ Distribution ^ Revision and resubmittal A/00 Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plmy design, mulaclaeoe r DOCUMENT 00410 BID FORM ._-- ~ Contractor's Name ~ e,..) v~Y ~~`~ "'``~"'°' + °`~` PROJECT IDENTIFICATION: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 THIS BID IS SUBMITTED TO: Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and famish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date . Nu ber ~ !)~-~. b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 002 Northwest Commercial Park ALBEV 0113 Bid Form 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions: BIDDER acknowledges that such reports and Drawings are not Contract Documents and .may not be complete for BIDDER's purposes. BIDDER acknowledges that- OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written .resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are general}y sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Unit of Item No. Item Descr_ Measure 1 MOBILIZATION L.S. 2 TRAFFIC CONTROL L.S. 3 CLEARING AND GRUBBING TREE 4 ROCK CONSTRUCTION ENTRANCE EACH 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 6 REMOVE BITUMINOUS PAVEMENT SQ YD 7 REMOVE CMP CULVERT LIN FT 8 REMOVE GRAVEL DRIVEWAY EACH 9 SALVAGE & REINSTALL PIPE APRON EACH SALVAGE & REINSTALL HDPE LIN FT 10 CULVERT 11 SALVAGE & REINSTALL FENCE LIN FT 12 SALVAGE & REINSTALL SIGN TYPE C EACH 13 COMMON EXCAVATION (P) CU YD 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 15 SUBGRADE EXCAVATION (EV) CU YD 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 17 COMMON BORROW (LV) CU YD SELECT GRANULAR BORROW (CV) CU YD 18 (P) 19 COARSE FILTER AGGREGATE TON 20 RIP RAP, CLASS II CU YD CLASS 5 AGGREGATE BASE (IOO%) CU YD 21 (CV) (p) CLASS 5 SHOULDERING AGGREGATE CU YD 22 (100% CRUSHED LIMESTONE) (CV) (P) BITUMINOUS TYPE 31B BASE TON 23 COURSE BITUMINOUS TYPE 41A BINDER TON 24 COURSE BITUMINOUS TYPE 41A WEAR TON 25 COURSE 2002 Northwest Commercial Park A-ALBEV Oi 13 Approximate Quantity Unit Price Amount 1.00 /(~ 700.0 !6 700, va 1.00 ,Zaao.ov aaao.~v 5.00 /2S.•oo ~ ZS: d~ z.oo Goo•vv Jaao.~o 2,400.00 a.. $0 672v • 00 92.00 ~.,t0 2oZ.•~ 112.00 (,.o0 6?L•oo 1.00 S oo.ao Soo. ~ 3.00 ~ 90. o0 570 • o0 12.00 ~S: oo /go. od 30.00 (n.oo /8o•Do 4.00 / a. ~i~o Svo. o0 27,832.00 a. 4.0 66 99~ .$o 10, 9 /• So /~,01~3 • So 1,000.00 ~2 . So asdo •ao 22,s11.oo .9S' a gS~ 4,716.00 f.$~ 7p?Q•.oa 13,876.00 8 , 00 /1100$ •~ 1,025.00 /a.ao /a 3oc•oo 56.20 <j-~.oo 3Zo3 • ~ 6,172.00 /a.oo 74,04.00 236.00 a3,po 54Z8.~ 3,376.00 as (pp $(o~4'a1S (00 2,o23.ao aS. 90 5 a,3~~ 70 2,023.00 0~ ~O • ~ S4, L) (o • ~ Bid Form 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 .~0 oZoZ;t7..S"O 27 BITUMINOUS PAVEMENT SQ YD 23.00 ~~~ 00 ¢$3 •na 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 (o.9p 57373. SO 29 COMMERCIAL CONCRETE DRIVEWAY APRON SQ YD 10.00 .~ $ • CO 3 $ v . ck~ 30 12" RCP CLASS V LIN FT 743.00 ~7; 7U l31S1 •/O 31 15" RCP CLASS V LIN FT 1,176.00 ~8.8p ~~to8.$ 32 18" RCP CLASS V LIN FT 479.00 a). ~.o /O~/~; $p 33 21"RCP CLASS V LIN FT 113.00 aS'90 agzro.7o 34 24" RCP CLASS III LIN FT 34.00 a q• o0 186.00 35 30" RCP CLASS III LIN FT 192.00 3(o.3v (~q(oq.(p0 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 a,75' 021 '73$.7 i 37 12" RC FES EACH 8.00 34.So0 a~`fl•oo 38 15" RC-FES EACH 20.00 ,3(p~.~p ~JZoo.40 39 18" RC FES EACH 8.00 3 g,~ oa 3~, ~ .oo 40 21 " RC FES EACH 1.00 !~O S(rj l~pS ; DO 41 30" RC FES EACH 4.00 ,520.00 oZo$o.oo 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 1/75; J/7S: oa 43 TYPE II CATCH BASIN MANHOLE 48" DIA. EACH 13.00 /~S.oo /S, 74~oU 44 TYPE II CATCH BASIN EACH 7.00 9oO.oo (p 300.00 45 4" X 12" PVC WYE EACH 9.00 /ds Vp cj4„S;c~O 46 4" PVC SCH 40 RISER LIN FT 106.00 / 7, S"v l $S';S"; Ov 47 6" X 10" PVC WYE EACH 12.00 ~¢S'Oo /79,p.D0 48 6" PVC SCH 40 RISER LIN FT 406.00 //. ¢p ~Z~`f . 4p 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 lf, ¢p 59oSLO 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 33. S^0 X675'•00 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ap. j0 3'f 9.3~•S0 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 A?~.Go 3g ,~G9• zo 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 3~'~ /O ~i ~ (rqt. $p 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 Q~, jo ¢~ ,~7q,7b 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 Q•6.3o S7~ 7$t• 56 JACK/BORE 24" STEEL CASING PIPE (0.250"THICKNESS) LIN FT 250A0 /gp.c0 3S, ooa. 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 /al7• 00 ~'~",~•~ 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 /7~v,~ ~ 3Zp,pp 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 73• oo ~¢ Soy , oc) 60 CONNECT TO EXISTING SANITARY SEWER EACH I.00 p, 77 oO 7 JO. W 61 6" C900 WATER MAIN LIN FT 741.00 /a, SO g2loZ • Sb 62 8" C900 WATER MAIN LIN FT 1,784.00 / ~ . sO a•Z~ 3vO,vo 63 10" C900 WATER MAIN LIN FT 490.00 /4.70 7ao3•oo 64 12" C900 WATER MAIN LIN FT 4,474.00 / $ , 2.0 $/ 4 LG •$O 65 6" GATE VALVE AND BOX EACH 21.00 rj gp . pp / 3 90 , pp 66 8" GATE VALVE AND BOX EACH 5.00 'T fD•UO 3 $SO • c~D 67 10" GATE VALVE AND BOX EACH 1.00 1 dSD.C,b /OSo• cw 68 12" GATE VALVE AND BOX EACH 8.00 /oZ Sb • QD /O QoO.caD 69 HYDRANT EACH 11.00 ~{~/ p .pp ~ / 7/O.O© 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 Sj5 ; DO oZ$~7, f ;~ v0 71 DUCTILE IRON FITTINGS LBS 5,242.00 a.'7o /¢~$'3.¢v 72 3" POLYSTYRENE INSULATION SQ YD 75.00 oZ7• o~ oho ~ vo 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 , 01 S' oZ.71 Z•SU 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.OQ . ,"Z ~' /p0 • ~O 75 EPOXiYIBLE SOLID LINE YELLOW - LIN FT 4,310.00 , ~s' ~37v•~D 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 . 30 ot73• DO 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 (o, 3o a,~a • pp 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 (~j, ~p '~ 19 ~ ~p 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 lpp,t,~p ~pp.00 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 ~3Son 70~ o0 8~ SIGN PANELS, TYPE "C" SQ FT 43.75 o7d.oo y'(~Z., So 82 . BALE CHECK EACH 27.00 s• Sp /4-$ - ~O 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 ~. ?.~S' 9TH ~. ~~ 84 SODDING, TYPE LAWN SQ YD 2,300.00 a, Op ~6 00 . op 85 SEEDING ACRE 32.50 ?p, ~p ~7S ; ~ 86 SEED MIXTURE 90B POUND 1,485.00 ,3, 00 ~-SS o0 87 SEED MIXTURE 15B POUND 27.00 oZp,pp S40.op 88 SEED MIXTURE 25B POUND 100.00 a,~;oo a~©~- ~ 89 MULCH MATERIAL TYPE 1 TON 65.00 f~pp ~~S', 0O 90 DISC ANCHORING ACRE 32.50 3 0, v0 f 7f vp 91 COMMERCIAL FERTILIZER POUND 6,500.00 . ~~ /(, Z.SOt~ Total Bid forall Unit Prices $ 1~ 3o~j~„~""(oO ~¢,S" Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. J.L DATE SUBMITTED : ~ ~ '- (~~ t)~, If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 f An Individual By (Individual's Name) Doing Business As Business Address Phone & FAX: A Partnership By (Firm Name) ` (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation .~.~ i ~c~. 1 v~.r' CE~n~~/vtCr1"us. '~r,L (Corporation Name) ~~ ~SJ~~ (State of Incorporation) By `' ~ : 'eS ~ ~t r,`~'' ;J c~Se ~ ./~. l-r~.~~r tii~-t~ ./~ `~ti`~-"^ (Title, Name & Signature of Person Autho zed to Sign) (Corporate Seal) Attest (Secretary) Business Address~i3~ ~,_ ;P~. ,~ ~~ ~u/~lc c l~,qf s"s"°~s`°~ Phone & FAX: . v~ 3' t}t`~ END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 DOCUMENT 00410 BID FORM Contractor's Name ~~Ch~-G~ y~~r2G~lJ~~ ~/lJ C- PROJECT IDENTIFICATION: THIS BID IS SUBMITTED TO 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 Honorable Mayor and City Council c/o Linda Goeb City Administrator -- 5485 Main Avenue Northeast P.O. BOX 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted; to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number 3 2~ o b. .BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except .underground facilities) which. have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the .Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility. for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person,. firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 / s'Ua ~- /sUO ~" 2 TRAFFIC CONTROL L.S. 1.00 , Z 90th ~` Z 900 ~ 3 CLEARING AND GRUBBING TREE 5.00 j Z,,~ Z.S~ 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 (o UQ ' ~ ~ p '"' 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 Z -" 5f~pp 6 REMOVE. BITUMINOUS PAVEMENT SQ YD 92.00 -- ~8 y 7 REMOVE CMP CULVERT LIN FT 112.00 6. '' ~ 7 Z 8 REMOVE GRAVEL DRIVEWAY EACH 1.00 S~C50 ~" Jc'~~ 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 75' ~" Z Z S '~ 10 CULVERT & REINSTALL HDPE LIN FT 12.00 s ~" (, 6 ~' 11 SALVAGE & REINSTALL FENCE L1N FT 30.00 !~ ~®~ -- 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 ~s '~ ~ 4!p'' 13 COMMON EXCAVATION (P) CU YD 27,832.00 ~, 39 6s~g ~ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 j . Sd ~~ p~3 $o 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 , So ZSaO --+ 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 , y`S Z~3PS. 17 COMMON BORROW (LV) CU YD 4,716.00 ~, „~0 707 18 ~ jLECT GRANULAR BORROW (CV) CU YD 13,876.00 ~ ' j j f 0 b8 19 COARSE. FILTER AGGREGATE TON 1,025.00 ~ Z "' lZ3O4 --' 20 RIP RAP, CLASS II CU YD 56.20 C~/ ' 23Gy L o 21 CLASS 5 AGGREGATE BASE (100%) (CV) (P) CU YD 6,172.00 / Z ~ 7 ~D~o ~ 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 2 3 -- 5-~Z ~ 23 BITUMINOUS TYPE 31B BASE COURSE TON 3,376.00 Z G ~ ~ 7 ~~ro 24 BOU SE OUS TYPE 41A BINDER TON 2,023.00 Z~ ~ ~ Z ~~~ 25 COURSE OUS TYPE 41A WEAR TON 2,023.00 Z 7~ (L 7(e~ 2002 Northwest Commercial Park Bid Form A-ALBE~10113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 , /d ~ , S'a 27 BITUMINOUS PAVEMENT SQ YD 23.00 S ~-' 3 YS ~'" 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 7 . ~O S'y'd,36. S 29 COMMERCIAL CONCRETE DRIVEWAY APRON SQ YD 10.00 .fib ~ 3v0 30 12" RCP CLASS V LIN FT 743.00 2 / ~ / ~-6a~ 31 15" RCP CLASS V LIN FT 1,176.00 Zo ~ 2 3SZO 32 18" RCP CLASS V ,LIN FT 479.00 Z / '' / OU S 9' 33 21" RCP CLASS V LIN FT 113.00 2 '7 '"' 3~ S / 34 24" RCP CLASS III LIN FT 34.00 2 g ' ~j S2 35 30" RCP CLASS III LIN FT 192.00 ~! ~~7Z " 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 ~~ ~ ~ 3 / 93 6 37 12" RC FES EACH .8.00 9~ ~' 3 yZp ~' 38 15" RC FES EACH 20.00 5 ~ /OQd 39 18" RC FES EACH 8.00 ~~d ~-' y~~a -- 40 21 " RC FES EACH 1.00 g3U ~' 8 3 ~ ~' 41 30" RC FES EACH 4.00 ~ 30a "' S''Z.Ub'r 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 !(~' 160QJ 43 TYPE II CATCH BASIN MANHOLE 48" DIA. EACH 13.00 '" l 3Q° ~•- `6 9 ~ 44 TYPE II CATCH BASIN EACH 7.00 ©p ~' ~p p J 45 4" X 12" PVC WYE EACH 9.00 ~ cXj ~' 3 Sp ~" 46 4" PVC SCH 40 RISER .LIN FT 106.00 ! 3 ~ ! 3 ?8 .-. 47 6" X 10" PVC WYE EACH 12.00 ~ 7~ "~' Zp cf 0 48 6" PVC SCH 40 RISER LIN FT 406.00 ~ Z -` c~ 7Z -' 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ! Z -~ Z/(o "- 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 ,3,~ ~ /b ~6 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 36 ~" ZS~~ 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 3~ ~' ~ y 7/ ~ 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 ?j ~/ "" Z / V/ ~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID. Item No. Item Description Unit of Measure Approximate Quantity Unit Price .Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 ~c/ - 3 7y 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248..00 ~l~' 5~~6 ~ 56 JACKBORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 / 3 y ,3 3 S0O 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 ~- ~„~,3 ~~SS~ 58 DEPTH)RY SEWER MANHOLE (0'-10' .EACH 31.00 Z Z(~a ~~~i- 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 (0 9 ~ 2 Z 9 '7? 60 SEOW~ERCT TO EXISTING SANITARY EACH 1.00 ,,~~ -~- 7~b - 61 6" C900 WATER MAIN LIN FT 741.00 Q ~" .j~!/O "' 62 8" C900 WATER MAIN LIN FT 1,784.00 ~ ~" ~7 ~ yp 63 10" C900 WATER MAIN LIN FT .490.00 ~ Z "" S~£l0 ~"' 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 ~ S r 6 ~/LQ 65 6" GATE VALVE AND BOX EACH 21.00 8'/O~ /7QJ d 66 8" GATE VALVE AND BOX EACH 5.00 ~~pG ~ SOO 67 10" GATE VALVE AND BOX EACH 1.00 ~- ~. 68 12" GATE VALVE AND BOX EACH 8.00 J ~d ~ 5<S~UG 69 HYDRANT EACH 11.00 ~ ~ gip '' 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 ~7a Z ~.Sa ~' 71 DUCTILE IRON FITTINGS LBS 5,242.00 Z,.~B Q ~ q6 72 3" POLYSTYRENE INSULATION SQ YD 75.00 Z~ '"' / S 7S r` 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 , Z s Z `1I2• ~ 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~ Z s" app ~" 7S 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 ~ .S Z Z Z y/, Zo 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 ~ Z,(,o 23w. (ob 77 24" SOLID LINE WHITE.- EPOXY LIN FT 40.00 . Z S 2 S6 -' 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 , 30 ~ 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 ! 66 ! ~?~D 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT .PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 Z 0 !' ~ ZD ~"' 80 SIGN PANELS, TYPE "C" SQ FT 43.75 2 ~ " 6 Z . So 82 BALE CHECK EACH 27.00 c,'. so j 5(~. So 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 , 3 S ~ 76 7 , Z S 84 SODDING, TYPE LAWN SQ YD 2,300.00 Z - 4!(apd~ 85 SEEDING ACRE 32.50 ~~ '' Z Z '7S 86 SEED MIXTURE 90B POUND 1,485.00 2 , ? s d~7~. 7 87 SEED MIXTURE 15B POUND 27.00 ~ ~' S y0 ~' 88 SEED MIXTURE 25B POUND 100.00 Z S ~ Z S o ° -' 89 MULCH MATERIAL TYPE 1 TON 65.00 7 S ~ ~ ~ 7S r 90 DISC ANCHORING ACRE 32.50 ~jp ~""' g 7S 91 COMMERCIAL FERTILIZER POUND 6,500.00 ~ z S ~ (~ ZS Total Bid for all Unit Prices $ ~ 3 7 (o '1.3/ • ~ Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that .quantities are. not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The teams used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : .3 OZ If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 An Individual By (Individual's Name) Doing Business As Business Address Phone & FAX: A Partnership By (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation {~J~Ch'~ v.~o~z~2ov~11 t1 ~Vc . (Corporation Name) (State of Incorporation) By I', (Title, Name & Signature of UG. 1 ~~- Author' ed to Sign) ---- (Corporate Seal) Attest ~ ~ ~ ~ ~_~ (Secretary) Business Address ,¢ •tJ Si', P. D, /~Sd~C 50 g /~,qGC~ ~'I N . S~S ~S3 Phone & FAX: , (32a 3 ~ ~- ~f 88 3L6 39 ~- ~g~'-~ END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 DOCUMENT 00410 BID FORM <--""" Contractor's Name • . ~ ~i, PROJECT IDENTIFICATION THIS BID IS SUBMITTED TO 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 Honorable Mayor and City Council c/o Linda Goeb City Administrator 54&5 Main Avenue Northeast P.O. BOX 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Num~er ~-a~-oa b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the-site and all Drawings of physical conditions in or relating to existing surface or subsurface struchires at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding .Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for. the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as.indicated in the Contract Documents. £ BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents .and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation.. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage. over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 ~ ~~~~~° ~S S u~~ 2 TRAFFIC CONTROL L.S. 1.00 ~ ~ (f 3 CLEARING AND GRUBBING TREE 5.00 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 .- 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 ^ 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 a 7 REMOVE CMP CULVERT LIN FT 112.00 -~ 8 REMOVE GRAVEL DRNEWAY EACH 1.00 (~ 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 ~. r 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 ~- ~` 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 13 COMMON EXCAVATION (P) CU YD 27,832.00 ~ = ~~ S~~ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 -~ r ~ ~; y/G' ~%' 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 -~ -~' ~~dc '~ 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511..00 -'" 17 COMMON BORROW (LV) CU YD 4,716.00 ~~ ~~a ~"f~ ~.~ 18 ~ jLECT GRANULAR BORROW (CV) CU YD 13,876.00 19 COARSE. FILTER AGGREGATE TON 1,025.00 L~ ~~ •L ~-~ 20 RIP RAP, CLASS. II CU YD 56.20 r 21 CLASS 5 AGGREGATE BASE (100%) (~~) (P) CU YD 6,172.00 -~' ~3 - ~'~ X36 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 ~, •~ +~ ~ ~. ~' ~~ 23 BITUMINOUS TYPE 31B BASE COURSE TON 3,376.00 ~ 7 ~''~ ~~~~--~ ~ 24 BOU SINOUS TYPE 41A BINDER TON 2,023.00 ,~ ~ ~ ~'L/ ~ ~/ ~ 25 BITUMINOUS TYPE 41A WEAR COURSE TON 2,023.00 ,~~' '~ ~ G.y`~ ~ 2002 Northwest Commercial Park Bid Form A-ALBE~1 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~~ ~ ~ y' '° 27 BITUMINOUS PAVEMENT SQ YD 23.00 ~ ~ ~ ~ ~ ~'" 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 ~ 29 COMMERCIAL CONCRETE DRNEWAY APRON SQ YD 10.00 30 12" RCP CLASS V LIN FT 743.00 31' 15" RCP CLASS V LIN FT 1,176.00 -~ 32 18" RCP CLASS V LIN FT 479.00 33 21"RCP CLASS V LIN FT 113.00 ~~ 34 24" RCP CLASS III LIN FT 34.00 35 30" RCP CLASS III LIN FT 192.00 S~ 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 SO 37 12" RC FES EACH 8.00 S S ~ 38 15" RC FES EACH 20.00 39 18" RC FES EACH 8.00 40 21" RC FES .EACH 1.00 ~ 41 30" RC FES EACH 4.00 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 Q 43 DIYAPE II CATCH BASIN MANHOLE 48" EACH 13.00 ~ 44 TYPE II CATCH BASIN EACH 7.00 45 4" X 12" PVC WYE EACH 9.00 46 4" PVC SCH 40 RISER LIN FT 106.00 -~' 47 6" X 10" PVC WYE EACH 12.00 48 6" PVC SCH 40 RISER LIN FT 406.00 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ~ 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 ~ ~ • ~~~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ~ ~ r ° ` Jc~~ ( ' 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 ~ ~ ~' ~ ~ + ;/~ 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 ~~ y ° ~ ~ j f ~ ~~ i r ~j i i 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item Unit of Approximate No, Item Description Measure Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 <_~> ~-~ ~d.S 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 ~ ~-~ ~,~ ` 56 JACK/BORE 24" STEEL CASING PIPE LIN FT 00 250 r (0.250" THICKNESS) . - 57 JACK/BORE 24" STEEL CASING PIPE LIN FT 350.00 (0.312" THICKNESS) 58 RY SEWER MANHOLE (0'-10' EACH 31 00 . DEPTH) . ,, ~ o EXTRA DEPTH SANITARY SEWER 59 MANHOLE LIN FT 333.00 60 CONNECT TO EXISTING SANITARY EACH 1 00 SEWER . ~ 61 6" C900 WATER MAIN LIN FT 741.00 .~ 62 8" C900 WATER MAIN LIN FT 1,784.00 ~' 63 10" C900 WATER MAIN LIN FT 490.00 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 l ~ '~ ~' . „~ - ~ 65 6" GATE VALVE AND BOX EACH 21.00 66 8" GATE VALVE AND BOX EACH 5.00 ~ g 67 10" GATE VALVE AND BOX EACH 1.00 68 12" GATE VALVE AND BOX EACH 8.00 ~ 69 HYDRANT EACH 11.00 70 O IN ECT TO EXISTING WATER C EACH 5.00 i' E 71 DUCTILE IRON FITTINGS LBS 5,242.00 ~ ~- 72 3" POLYSTYRENE INSULATION SQ YD 75.00 -- 73 4" SOLID LINE WHITE -EPOXY LIN FT .10,850.00 ~ 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~ ~ 75 OUBLE SOLID LINE YELLOW - EpD LIN FT 4,310.00 ~ ~~~ O 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 ~ °~' 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 ~- 8 79 PVMT MESSAGE (RIGHT TURN, LEFT EACH 8.00 ~/ ^,. ,~ ~( f TURN ARROW) -EPOXY 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 ~' ~'' 80 SIGN PANELS, TYPE "C" SQ FT 43.75 82 BALE CHECK EACH 27.00 ~ / 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 l of 84 SODDING, TYPE LAWN SQ YD 2,300:00 ~ ~'~Q 85 SEEDING ACRE 32.50 ~' 86 SEED MIXTURE 90B POUND 1,485.00 87 SEED MIXTURE 15B POUND 27.00 i" 88 SEED MIXTURE 25B POUND 100.00 / 89 MULCH MATERIAL TYPE 1 TON 65.00 90 DISC ANCHORING ACRE 32.50 3~"~ ' Q!~/~' 91 COMMERCIAL FERTILIZER POUND 6,500.00 Q'O ~ Total Bid for all Unit Prices $ ~~ ya ~~~ ~~~I Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, iri accordance with paragraph 14:13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. .~- ~.- Q DATE SUBMITTED If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 An Individual By (Individual's Name) Doing Business. As_ Business Address Phone & FAX: A Partnership By _ (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation ~- ~_ • ~(~~s (Corporation Name) (State of Incorporation) By ~ ~ - (Ti e, ame & S/ign~ature of Person Authorized to Sign) (Corporate Seal) Attest (Secretary) ~/ ~' Business Address ~/!~ ~C~~p~ Phone & FAX: .- ~~,~--.~ao-asp- ~~ 3~ END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 ~~ DOCUMENT 00410 BID FORM Contractor's Name ~~.~ Q ~ ~ ~~-yl,-;.fig [~, ~~ PROJECT IDENTIFICATION: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 THIS BID IS SUBMITTED TO: Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the. disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of t11e Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number I b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form H-HLtitV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions: BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility -for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. £ BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports .and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has riot solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item Unit of Approximate No. Item Description .Measure Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 ~ b ~ ~ cn ~~ 2 TRAFFIC CONTROL L.S. 1 00 ~~ `~` ~i~~``~~ . -~ T 3 CLEARING AND GRUBBING TREE ~~>5.00 13e~ 13~ - ~ ~° ~ 4 ROCK CONSTRUCTION ENTRANCE EACH ~-~~2.00 ~`~''o` ~~ ~ ..~~ ° `~ 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 ~ _ a ~~ 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 , ~, ~ ~ 7 REMOVE CMP CULVERT LIN FT 112.00 t'`` `'"~ ~~' . 8 REMOVE GRAVEL DRNEWAY EACH , 1.00 ~'`3''` ~~'' S~3~ • ~" 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 -~ 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 13 COMMON EXCAVATION (P) CU YD 27,832.00 ~ ~ ~~ _ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 ~, 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 . ., 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22 511.00 , ~ 17 COMMON BORROW (LV) CU YD 4,716.00 ~ - - 18 LECT GRANULAR BORROW (CV) ~ j CU YD 13,876.00 ~. ~~ .- 19 COARSE FILTER AGGREGATE TON 1,025.00 ~ v 20 RIP RAP CLASS II ' CU YD 56.20 ~G-r I , 21 CLASS 5 AGGREGATE- BASE (100%) CU YD 6,172.00 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 o 23 OUS TYPE 31B BASE COU SE TON 3,376.00 , ~ t, c,, ~ ~~ 24 OUS TYPE 41A BINDER COU SE TON 2,023.00 r_ ,~- 25 E OUS TYPE 41A WEAR COU S TON 2,023.00 ~ . l , ~ ~~, col .J 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~ ~ 27 BITUMINOUS PAVEMENT SQ YD 23.00 ~, 28 CONCRETE CURB AND GUTTER, B618 LIN FT ~ 8,315.00 ~ ` `'~ 'S'~ ~''~` ~~ 29 COMMERCIAL CONCRETE DRIVEWAY APRON SQ YD 1 00 ?~- ~' ~ ~~ ~~ ~~ 30 12" RCP CLASS V LIN FT 743.00 : ~ ~ ~ ~~ 31 15" RCP CLASS V LIN FT 1,176.00 . . ,,_~ ~ p .. 32 18" RCP CLASS V LIN FT 479.00 ~ , L, ~ 33 Z1"RCP CLASS V -LIN FT 113.00 - - 7 .- 34 24" RCP CLASS III LIN FT 34.00 35 30" RCP CLASS III LIN FT 192.00 J. J-~ 36 4" PERT. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 4 `r'~"t~ •~~~ 37 12" RC FES EACH 8.00 ~ ,. r.- 38 15" RC FES EACH 20.00 ; e, ~ 39 18" RC FES EACH 8.00 -~- ~~ ~. ,~ 40 21" RC FES EACH 1.00 41 30" RC FES EACH 4.00 ~ ~ f 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 l f ~ ~ 43 TYPE II CATCH BASIN MANHOLE 48" DIA. EACH 13.00 _ ec `U. 44 TYPE II CATCH BASIN EACH 7.00 45 4" X 12" PVC WYE EACH 9.00 46 4" PVC SCH 40 RISER LIN FT 106.00 ~. 47 6" X 10" PVC WYE EACH 12.00 ~. ~- 48 6" PVC SCH 40 RISER LIN FT 406.00 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 ~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 ~~ ~ .- ~, , e~ 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 ~,~ cE. 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID. Item Unit of Approximate No. Item Description Measure Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 - ~, ~ ~ ~ , 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 ~~ ~ 4 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 ~ ~~ 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 / ~ ®, ~; 58 ARY SEWER MANHOLE (0'-10' DEPTH EACH 31.00 /fig 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 , r, ,- y- 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 % ~~, ~ l .~ 61 6" C900 WATER MAIN LIN FT 741 00 . ~, 62 8" C900 WATER MAIN LIN FT 1,784.00 63 10" C900 WATER MAIN LIN FT 490.00 - ~- ~ 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 65 6" GATE VALVE AND BOX EACH 21.00 ~ . : y r ~ v~3 66 8" GATE VALVE AND BOX EACH 5.00 r1 ~ n ,~ 67 10" GATE VALVE AND BOX EACH 1.00 ~~~ 68 12" GATE VALVE AND BOX EACH 8.00 ~ ~„ 69 HYDRANT EACH 11.00 ~ ~, ~ f• 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 ~ ~ . ~ , 71 DUCTILE IRON FITTINGS LBS 5,242.00 ~. ~~ ~ _ ,~ 7 72 3" POLYSTYRENE INSULATION SQ YD 75.00 ~ ,~~ `~. ,U 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 _ ~~ 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~ 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 , ~ o . „ . 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 ` , ~~ 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 ~ . 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 ~ , ~ ~ ~ 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 ~ ~y ~~ a . ~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 ~ ~ 80 SIGN PANELS, TYPE "C" SQ FT 43.75 ~ ~~ 82 BALE CHECK EACH 27.00 ~ 83 SILT FENCE, HEAVY DUTY LIN FT 7,23 5.00 ~ /. ~t ~ ~`'~~ ' ?~ 84 SODDING, TYPE LAWN SQ YD 2,30 4 ;?,9i ~ ~;3.cr~ = 85 SEEDING ACRE 32.50 - ~ 86 SEED MIXTURE 90B POUND 1,485.00 .3 • r.5` `{~ ~~. 87 SEED MIXTURE 15B POUND 7.00 ~, ` ~ ~ ~ ~ ° ``' 88 SEED MIXTURE 25B POUND 10 0 ~- ~~° 3s ~ ~-~ `~ • `'~ 89 MULCH MATERIAL TYPE 1 TON 0 ~~~` 5`1 ~`• ~ 90 DISC ANCHORING ACRE 0 ~i ° ~~ t ~'~`~ ~ ~ 91 COMMERCIAL FERTILIZER POUND 6,5 0 1(~`~c~.u~ Total Bid for all Unit Prices $ ~ e ~~ Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. J BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Wark will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 011.3 00410 - 6 f An Individual By (Individual's Name) Doing Business As Business Address_ Phone & FAX: A Partnership By _ (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation ,, ;.- (Corporation Name) (1Y1~}~> ,~1. (State of Incorporation) (Titlele, Name/& Signature of Person Authorized to Sign) (Corporate Seal) ;r ~%~,,,. Attest ~%-'1' ~ ,,~:~ Business Address ~ ~ - ~ , _ a , .~---~ . ~~ ~,~ Phone & FAX: _ ,t - ~ _ END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 DOCUMENT 00410 BID FORM Contractor's Name S.R. WEIDEMA, INC. PROJECT IDENTIFICATION: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 THIS BID IS SUBMITTED TO: Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number 3 ga / b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for. the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. £ BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or .rules of any group, association, organization or corporation. BIDDER has not. directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 ~"~ ~~~ ~- .~~ ~ ~~~~. 2 . TRAFFIC CONTROL L.S. 1.00 iax~-oo tpp~7, ~ 3 CLEARING AND GRUBBING TREE 5.00 a,~'j~CJ~ t a ~'tJ. 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 ~.~ t ~. C7p 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 '3-~> -I~,C~lJ 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 I- o~ l ~O• ~v 7 REMOVE CMP CULVERT LIN FT .112.00 S•SV ~~~.~ 8 REMOVE GRAVEL DRNEWAY EACH .1.00 o~S'~j.OL~ aST~,GC~ 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 i-Z,o.c~o ajt0•CX3 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 l~•d • c?5 I -1 I • ~ 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 ~;~ ~751j• ~b 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 g S'•W 34O•c~d 13 COMMON EXCAVATION (P) CU YD 27,832.00 a. D"7 S7~t a.a4 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 3.c» 3a ~z~• 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 X014 ~-IO.00 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 ~.cX~ aa5tl.tX~ 17 COMMON BORROW (LV) CU YD 4,716.00 a•yg7 l (~la ~?a 18 ~ jLECT GRANULAR BORROW (CV) CU YD 13,876.00 C+-too? 133y~~•~ 19 COARSE. FILTER AGGREGATE TON 1,025.00 ®, O I (O•c~ 5 20 RIP RAP, CLASS II CU YD 56.20 -t-7,~ y'~'1.y0 21 CLASS 5 AGGREGATE BASE (100%) (CV) (P) CU YD 6,172.00 may. 37 ! SCU4 f 1.(0~ 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 °~ ~' (ot~ 3 ~~ 23 COURSE OUS TYPE 31B BASE TON 3,376.00 . ~ ~~ g 24 BITUMINOUS TYPE 41A BINDER COURSE TON 2,023.00 . 25 BITUMINOUS TYPE 41A WEAR COURSE TON 2,023.00 ~ , Q cJ '~'r' ~ ~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~ ~'1 ~ 27 BITUMINOUS PAVEMENT SQ YD 23.00 ,~,~ ,cG 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 (o • ~ S Co54 a . 29 COMMERCIAL CONCRETE DRNEWAY APRON SQ YD 10.00 ys' ~ ~ ~ '~ 30 12" RCP CLASS V LIN FT 743.00 ap,55 tgaCoB•Cs~S 31 15" RCP CLASS V LIN FT 1,176.00. at.c:~ o1,4Cdy(o•ab 32 18" RCP CLASS V LIN FT 479.00 ay_p~ ll~k~lco•~ 33 21"RCP CLASS V LIN FT 113.00 ~. ~ 3~yq.~td 34 24" RCP CLASS III LIN FT 34.00 3a. ~p l ~Q,.C~ 35 30" RCP CLASS III LIN FT 192.00 yo~s -Z~o~S 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 3.c3 S chi SCo4 t•a5 37 12" RC FES EACH 8.00 c, -~ $ .cm c f~t~ , tab 38 15" RC FES EACH 20.00 1p3~-r• ob l ~'Z~J. 39 18" RC FES EACH 8.00 ~p3.c~ 5~4.c~b 40 21" RC FES EACH 1.00 ~t$.c~b cll$•~ 41 30" RC FES EACH 4.00 t3 @~•t5D sSa~ 42 STORM SEWER MANHOLE 48" DIA. EACH, 1.00 ~a~s.pp lc~iOsoa 43 TYPE II CATCH BASIN MANHOLE 48" DIA EACH 13.00 t ~OS.~ i ~~5 •av 44 TYPE II CATCH BASIN EACH 7.00 Q ~t5 • cY~ ~~ 5"• Ch 45 4" X 12" PVC WYE EACH 9.00 ci(rr•~~j I~c~-{•~ 46 4" PVC SCH 40 RISER LIN FT 106.00 `7. LtJ -I~.~p 47 6" X 10" PVC WYE EACH 12.00 ro0•~p ta~0400 48 6" PVC SCH 40 RISER LIN FT 406.00 g,p~j 30~?~•3a 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ~a.~ (oo~t(o•d7 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 33•CO ~toSZ7 •Cl.~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 a-2, ~5 y 8yd3.3 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 ~-~`J ~~$Ic.(~"jb 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 ~-} . (~ aI p~ o~• 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT .1,169.00 3Q,, (O yy53$.r-to 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 3}.10 y15 t..t8. 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 1S IV~• x(0537• 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 ~a8• is 4tia5a• 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 ~' ob ~°45~-1 a ' 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 ct3•~o0 b 3lltoa•a 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 cad 135 ` t 35'7.Od 61 6" C900 WATER MAIN LIN FT 741.00 tc~i • 5 S C+ol~•'t• 55 62 8" C900 WATER MAIN LIN FT 1,784.00 ~i. ~ tco4118 63 10" C900 WATER MAIN LIN FT 490.00 t ~. SS ~. Sb 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 ~ "3.9 5 (cc ~a l c? • 65 6" GATE VALVE AND BOX EACH 21.00 S~S•~ I10~' 66 8" GATE VALVE AND BOX EACH 5.00 1C1-1.~ 35aO. LYE 67 10" GATE VALVE AND BOX EACH 1.00 ~=tZ3•CYJ d-t3•~ 68 12" GATE VALVE AND BOX EACH 8.00 t~gS•OD ~~{~p.Ob 69 HYDRANT EACH 11.00 ~-t1O.up 18810• 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 5a3•~ ac~~~'•m 71 DUCTILE IRON FITTINGS LBS 5,242.00 ~, p3 t (~p<-t 1. oZ 72 3" POLYSTYRENE INSULATION SQ YD 75.00 t ~ , pp ~ 35-p. ~ 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 0. aS a-i + a • 5 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~-j.a5 1CX~•~ 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 O•SC~ a\SS~Oa 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 p. aS ~-t. 50 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 o-~so lOb .C~ 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 a,~cJ ~a•50 79 PVMT MESSAGE (RIGHT TURN, LEFT. TURN ARROW) -EPOXY EACH 8.00 I toc~. ~ 1"3c~0 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 a35.ob -Ips. c~ 80 SIGN PANELS, TYPE "C" SQ FT 43.75 ~.W g,~.SO 82 BALE CHECK EACH 27.00 (o. ~ ~ local • ~ 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 ~.QS 133P1-1- ~7 84 SODDING, TYPE LAWN SQ YD 2,300.00 ~.GY~ ycd.~•~ 85 SEEDING ACRE 32.50 ~~S.bO x/3.7-52~ 86 SEED MIXTURE 90B POUND 1,485.00 3.ab 4ZSa•~ 87 SEED MIXTURE 15B POUND 27.00 l~.c~b 4~•CfJ 88 SEED MIXTURE 25B POUND 100.00 ara,Oc~ ~•(~b 89 MULCH MATERIAL TYPE 1 TON 65.00 ~,~ ~~O.Od 90 DISC ANCHORING ACRE 32.50 ~ • ov 1 C`J40• ~ 91 COMMERCIAL FERTILIZER POUND 6,500.00 ~, ap 13CrJ• ~ Total Bid for all Unit Prices $ 1 S~SV Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : APxzL 3, 2002 If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 A ~ An Individual By (Individual's Name) Doing Business As Business Address Phone & FAX: A Partnership By _ (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation S.R.. WEIDEMA, INC. (Corporation Name) MINNESOTA (State of Incorporation) By PRESIDENT, SCOTT WEIDEMA , =~T ~ (Title, Name & Signature of Person Authorized to Sign) (Corporate Seal) (Secretary) Business Address 17600 113TH AVE N, MAPLE GROVE, MN 55369 Phone & FAX: 763-428-9110 763-428-9095 END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 4s " DOCUMENT 00410 BID FORM Contractor's Name ~~~~ ~ ' ``~ ~~' ~ "" ° PROJECT IDENTIFICATION THIS BID IS SUBMITTED TO: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number ~ 3'$ off. i b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms -and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited-any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 '~3,$00.0o Z3,~p,p0 2 TRAFFIC CONTROL L.S. 1.00 3~to0.ud 3-tao .ao 3 CLEARING AND GRUBBING TREE 5.00 l2S,o0 1o25,OD 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 tooo.co tZ.ob.oo 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 3.00 "l2AO.oo 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 3.00 ~-'ll~.o~ 7 REMOVE CMP CULVERT LIN FT 112.00 (,,oo (,lZ,.oO 8 REMOVE GRAVEL DRNEWAY EACH 1.00 500.00 5ao.oo 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 loo, 00 5 to .ao 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 t1,oo ~,~`k.oo 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 t~.~o 558.00 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 $~.op 3~O.ap 13 COMMON EXCAVATION (P) CU YD 27,832.00 z,3q tvla,St$.~+g 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 1.5D t~,olP3 Sb 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 z.5o 2500, 00 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 .q5 2~ , 385. ~-1~5 17 COMMON BORROW (LV) CU YD 4,716.00 l,Sb ~o~-~,oe 18 ~ jLECT GRANULAR BORROW (CV) CU YD 13,876.00 ~.oo ttl,po8.oa 19 COARSE FILTER AGGREGATE TON 1,025.00 !q . s 0 la ,Q ~fl •S~ 20 RIP RAP, CLASS II CU YD 56.20 3t,.4Sb ZotvB, Ito 21 CLASS 5 AGGREGATE BASE (100%) (CV) (P) CU YD 6,172.00 t~,•00 Z~~O(F~-x'.00 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 2.3,00 5~+Z.g.oO 23 BITUMINOUS TYPE 31 B BASE COURSE TON 3,376.00 25.Se g4, z.Stp .80 24 BITUMINOUS TYPE 41A BINDER COURSE TON 2,023.00 ZS,~a 5Z,395,`+b 25 BITUMINOUS TYPE 41A WEAR COURSE TON 2,023.00 2(,.$b Sy,~.t4,~0 2002 Northwest Commercial Park Bid Form A-ALBE~I 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~, i p ~ ga ~.5a 27 BITUMINOUS PAVEMENT SQ YD 23.00 30 , Db (~ ra. an 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 ~. ~ D 54, ~7 9. Do 29 COMMERCIAL CONCRETE DRIVEWAY APRON SQ YD 10.00 3~a, Qo 3vr, • CEO 30 12" RCP CLASS V LIN FT 743.00 ~3, ~0 ~ 53~. is~ 31 15" RCP CLASS V LIN FT 1,176.00 ~~ aD ~y ~~.®p 32 18" RCP CLASS V LIN FT 479.00 02'1. ~ v /a~ q~b, ~p 33 21"RCP CLASS V LIN FT 113.00 3p, po ~gp.vo 34 24" RCP CLASS III LIN FT 34.00 gyp, 3d f, D3o o a© 35 30" RCP CLASS III LIN FT 192.00 ~ f, q ~ S, Dyck, ~~ 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 ~ ~ ~"~ ~~ `~ ~~~ ~~~' 37 12" RC FES EACH 8.00 3 gip. pc ~~ raD. v0 3 8 15" RC FES EACH 20.00 y ~ ~, ©~ g, 3 00 ~ Dt~ 39 18" RC FES EACH 8.00 ~-jy~p.c~a j, S,~o, vc 40 Z 1 " RC FES EACH 1.00 i f~~ . 00 tt ~, p , vo 41 30" RC FES EACH 4.00 ~5 . vc ~ ~~p, ~,o, 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 ~a90. aU 1, ~ 9000 43 TYPE II CATCH BASIN MANHOLE 48" DIa. EACH 13.00 ~ 48~.~v r9. ate. Do 44 TYPE II CATCH BASIN EACH 7.00 ~~ 34. ors ~7, ~~ p, p0 45 4" X 12" PVC WYE EACH 9.00 ~ DD ,~,a f, gdD. Dp 46 4" PVC SCH 40 RISER LIN FT 106.00 ,~ 7, a~,~ ~, ~~~, 0 0 47 6" X 10" PVC WYE EACH 12.00 ~ D,S, o D ~j ~I CnO. DD 48 6" PVC SCH 40 RISER- LIN FT 406.00 ~ 7. I n ~~ 3~~• c{d 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ~ ~. q 0 jcj, ~ 5a. ~0 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 S/. 30 ,7 ~,_, D~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ~ y; sw ?~ 9, ~(,/. ®c~ 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 3 ~ (~Q ~~~ ~ ~~, ~~ 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 5~. yD 3a, 383 . ao 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 53.90 (v3 poq ,tb 55 - 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 (v5.~o 8l 3t~q,bo 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00. 133. ~' 33 a5o,oo 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 t33.pO '-~~,~~.°" 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 a39o.°" -14 p9o,oo 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 I'1$.°o Sq a~+-F.°° 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 Sqo ~ 5go.oo 61 6" C900 WATER MAIN LIN FT 741.00 ~,gp S ~7q,So 62 8" C900 WATER MAIN LIN FT 1,784.00 R,~ fc, 5q1. ao 63 10" C900 WATER MAIN LIN FT 490.00 I ~ , l 0 5 '-4 3`? . O° 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 13.20 5q 56.80 65 6" GATE VALVE AND BOX EACH 21.00 (o55.°O 13 '155.pO 66 8" GATE VALVE AND BOX EACH 5.00 dap o0 4 1 op, oa 67 10" GATE VALVE AND BOX EACH 1.00 Il7-lo 0o I d~p,oo 68 12" GATE VALVE AND BOX EACH 8.00 ia5o,oo ~~ oop,ao 69 HYDRANT EACH 11.00 f QSo.~° 31 r-15o,op 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 ,~,~,~ ot~ a~a5u,oo 71 DUCTILE IRON FITTINGS LBS 5,242.00 3.3a I~ a4$. 60 72 3" POLYSTYRENE INSULATION SQ YD 75.00 Ila.yd f a,3o,o0 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 , a+.} ~ tvo~F.°° 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 , a~ q~ ~ o~ 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 . So ~ 1~, 00 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 ,as aa7.5D 77 24" SOLID LINE WHITE. -EPOXY LIN FT 40.00 ~, S o ~ po, vo 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 a ~ aq~,c~,a 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 ~~ oo 13~ °0 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 ~7,$ DD $,?S. c~O 80 SIGN PANELS, TYPE "C" SQ FT 43.75 a1~ ~ c.j(~,g~ 82 BALE CHECK EACH 27.00 (D.~D ~ (~~_ ~p 83 SILT FENCE, HEAVY DUTY L1N FT 7,235.00 ~.~ G~ -~(~ x,25 84 SODDING, TYPE LAWN SQ YD 2,300.00 ~. ~~ ~ 83b, ~ 0 85 SEEDING. ACRE 32.50 QD,DO toDd.DD 86 SEED MIXTURE 90B POUND 1,485.00 3,vO ~ ~,~ ~ 87 SEED MIXTURE 15B POUND 27.00 ~,DQ ~y~.Da 88 SEED MIXTURE 25B POUND 100.00 ~,~, Q p ~ ~DD,QQ 89 MULCH MATERIAL TYPE 1 TON 65.00 ~, ~ D map p. DO 90 DISC ANCHORING ACRE 32.50 3 0 , 0 ~ q 7S , ~ d 91 COMMERCIAL FERTILIZER POUND 6,500.00 ~ ~s ~(o~O~ Total Bid for all Unit Prices $ 1, Ito, $~0 .~I2_ Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14:13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : ~ ~ ` 3 . ~i:U~ If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 An Individual By (Individual's Name) Doing Business As_ Business Address_ Phone & FAX: A Partnership By (Firm Name) (General Partner's Name & .Signature) Business Address Phone & FAX: A Corporation ~~~~~ C~ U ~,/ ~~' By (Corporate Seal) s~~~~~~ Business Address `~~. ~~C lO$Cp S~ , C(,oud V~,(N 5~3ba Phone & FAX: 4t,~hY : 3as~- ~a-1~{qi-(~ :.~u,x: '.~O - tea- a3s~ END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 (Corporation Name) t Yl Y?ex~a~ s~ DOCUMENT 00410 BID FORM Contractor's Name Rrlut~; /~idy,~t2 ~xc+,~,~rr~r~ /~~` PROJECT IDENTIFICATION: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV 0113 THIS BID IS SUBMITTED TO: Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign anti deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more. fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date 3-°ZS-d z Number c?~y~ b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing; surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with. respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the tunes, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. £ BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to .the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item Unit of Approximate No. Item Description Measure Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 ~~ ~ 9 ~. ~~, 2 TRAFFIC CONTROL L.S. 1.00 ~ 7~-j-y~ 755: 5' 3 CLEARING AND GRUBBING TREE 5.00 _z ~~• jg..- ~~~ $ ~~ 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 '~' ~~ y~c~ 6 REMOVE BITUMINOUS PAVEMENT SQ YD .92.00 ~' ~ ~ ~ Y ~' 7 REMOVE CMP CULVERT LIN FT 112.00 • Q s ~~. r, 8 REMOVE GRAVEL DRNEWAY EACH 1.00 SS~:is ~~~; 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 ~ ~~ 10 SALVAGE & REINSTALL HDPE LIN FT 12 00 CULVERT . (.S"7 /9~~$~ 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 ~ ~ ~ ~~ 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 ~~ ) y ! I ` 13 COMMON EXCAVATION (P) CU YD 27,832.00 3- ~ ~ ~~ ~ ~ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 ~~ ®~ ~ 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 3 ~ 3~.a'~ 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 ~'' 7I ! 5~ 9s~•8 17 COMMON BORROW {LV) CU YD 4,716.00 ~, Z 6~'S2 ~,~ LECT GRANULAR BORROW (CV) 9 ' ~ ~ I `~~ J ~~~~ 18 ~ j CU YD 13,876.00 19 COARSE FILTER AGGREGATE TON 1,025.00 ~~~~ ~~~~~~, 20 RIP RAP, CLASS II CU YD 56.20 ~':c~s ~~ ~'.~':~/ CLASS 5 AGGREGATE BASE (100%) 21 (CV)(P) CU YD 6,172.00 ~1,~ ~7~y 1~ CLASS 5 SHOULDERING AGGREGATE 22 (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 (S ~ a ~ `(31 1 . 7, 23 BITUMINOUS TYPE 31B BASE TON 3 376.00 ' COURSE , ~~. ~JS j(}at q~, BITUMINOUS TYPE 41A BINDER 24 COURSE TON 2,023.00 ,3G>~S ~~ ,~c~~..~ BITUMINOUS TYPE 41A WEAR 25 COURSE TON 2,023.00 ~ 0 • y$T (, j: ~'>~~ ,,,3s 'K. Y, R~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~ ~ 27 BITUMINOUS PAVEMENT SQ YD 23.00 ~ ® ~ ~ , ~~ 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 , 7p ~ j/O, s'~ 29 COMMERCIAL CONCRETE DRNEWAY APRON SQ YD 10.00 . 3n9 yS 3~sa 30 12" RCP CLASS V LIN FT 743.00 s /3w~e3j` 31 15" RCP CLASS V LIN FT 1,176.00 Zp,~ap -a3rtc,. 32 18" RCP CLASS V LIN FT 479:00 ~~~/ ®~/y ~~ 33 21"RCP CLASS V LIN FT 113.00 ~ ,~-~~~ ~%'/~ 66 34 24" RCP CLASS III LIN FT 34.00 2.G, ~~ j'3. ~ y 35 30" RCP CLASS III LIN FT 192.00 js ~ / 9 X75.- ~ 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 ~.{ 667 , S'~ 37 12" RC FES EACH 8.00 ,~/.3. S 3 y/®, ~r 38 15" RC FES EACH 20.00 53~~36 fO6' .L 39 18" RC FES EACH 8.00 ~ ~S-3 ~ Y6~3 ~ 40 21" RC FES EACH 1.00 ~w ~]af 41 30" RC FES EACH 4.00 ~~ ~ c c~fj j ~ f 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 ~ , 3-.S /3 ~~ -S' 43 TYPE II CATCH BASIN MANHOLE 48" DIA. EACH 13.00 I ~3y. 3 a 1 ~3Y.~Yc~ 44 TYPE II CATCH BASIN EACH 7.00 ~~~ ~ ~ °~r, z 45 4" X 12" PVC WYE EACH 9.00 ~G-$ ~, >i.~ 46 4" PVC SCH 40 RISER LIN FT 106.00 ~; ~ ~ /7s8~ zz 47 6" X 10" PVC WYE EACH 12.00 2Z ~/ ,~,~~ ~~ 48 6" PVC SCH 40 RISER LIN FT 406.00 i7 ~-7 ~7~.~.~ , y~ 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ~~77 ~~~ y~ 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 ~ ~ 7~' ~~~~ ~~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ~S, ~~- 1/r2 ;gyp 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 ~~ l.~y, ~~; 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 3t.2/ ~ l'3~'S 7S 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR26 (20'-25' DEPTH) LIN FT 1,169.00 ~,3,~ 3~y~2, y, 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 3s-,~s~' ~,~yrOS,~ 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 /~`6-$~ ~ ~~ZZCr°~~ 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 /36=76 y> ~~Q~ 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 /75.3 ~ S'SY~'. 9Z 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 /42.7 j ~ ~ ~2p~ v~' 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 Z3,.~ I qz~ 3 j 61 6" C900 WATER MAIN LIN FT 741.00 ~~ 1~-~ ~~ 62 8" C900 WATER MAIN LIN FT 1,784.00 / 92 ~ ~~-~ 63 10" C900 WATER MAIN LIN FT 490.00 %i~57 ~ ,30 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 y 3 7775,x' / ~ 65 6" GATE VALVE AND BOX EACH 21.00 ~ ~ ~~ ~ • ~~`,f6 66 8" GATE VALVE AND BOX EACH 5.00 ~®.63 y5 y,~~/S-- 67 10" GATE VALVE AND BOX EACH 1.00 I/lz. y~ ~/7Z> y' 68 12" GATE VALVE AND BOX EACH 8.00 6 ,/ f0~5?. ~ c~ 69 HYDRANT EACH 11.00 .~s`, z r ~951~ ~ 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 $%`~. 7 ~/~ f$, S`5 71 DUCTILE IRON FITTINGS LBS 5,242.00 ~ S`~ ~ ~ ~ ~. 72 3" POLYSTYRENE INSULATION SQ YD 75.00 ~ ~~ ~ ~--~ 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 c~,zy ~s~/o~ 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~, ~ 1f.~t~ 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 !'1-3% ~/g$:/~ 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 p, rr ~ ~ ~S-p 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 ~ < j`~ /p~~ 6 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 ?. 2 ~' ,~ 9~ O 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 ,, /~~ /'~ /..~`l'• ~%~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 Z7'gi3 $~~~ 80 SIGN PANELS, TYPE "C" SQ FT 43.75 2 ~ z~ • ~~~~ I 82 BALE CHECK EACH 27.00 ~ j-~ /5~ la 6 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 ~ 37 9s/~ ~s_ 84 SODDING, TYPE LAWN SQ YD 2,300.00 ~;~ 3 y6~`f ~ ~Q 85 SEEDING ACRE 32.50 J~ cry -z~6~~~ 86 SEED MIXTURE 90B POUND 1,485.00 ~ ~ ~ `//y~r~S 87 SEED MIXTURE 15B POUND 27.00 2(J. 3 c* S~~J(~ S8 SEED MIXTURE 25B POUND 100.00 ~~~~ 2 S~~c"~~1 89 MULCH MATERIAL TYPE 1 TON 65.00 ~~~~ 'Y9y~~~S~ 90 DISC ANCHORING ACRE 32.50 3~ yam- ~~ ~~ 91 COMMERCIAL FERTILIZER POUND 6,500.00 p ~~',~~-~ p~ Total Bid for all Unit Prices $ ~. t t"(~ ~'~~5.,3~/ Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified irr the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : .3 ~,2iL ~.CJp ~-- If BIDDER is: 2002 Northwest Commercial Park Rini Fnrm A-ALtiEV 0113 00410 - 6 An Individual By dividual's Name) Doing Business _ Business Address_ Phone & FAX: (Firm Name) A Corporation /ti9.~ryn ~r /G.~~m~~ ~X c~~,~r.,~.,~ /w ~-- (Corporation Name) ~'rIr-v.ti~ sv--~ (State of Incorporation) (Title, Name & Signature of Person Authorized to Sign) :„, /~"'p .~'~ ~~ (Co„p~te'Seal) (General Partner's Name & S Business Address Phone & FAX: Business Address Phone & FAX: P.O. BOX 498 WATKINS, MN 55389 END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 DOCUMENT 00410 BID FORM Contractor's Name ~ v~~Ad~.1~`.~'3?~ ~ ~"~~ ..-~..:ti'~=- PROJECT IDENTLFICATION: THIS BID IS SUBMITTED TO 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV O l 13 Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number 3 (Z~i ~c7 Z 1 b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions: BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER's purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility -for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of .Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 '~3 , °° ~'3,_~;~; -~ 2 TRAFFIC CONTROL L.S. 1.00 j ~-.L,C~ -~- ~ ;~~ -- 3 CLEARING AND GRUBBING TREE 5.00 (~ j ° ~v2 `, ' 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 ~;:..,--= i~ 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 ~ ~ ~~: ~~ 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 ~,~ _ ~_~, "°` 7 REMOVE CMP CULVERT LIN FT 112.00 ~,. -~- (~,~ Z' 8 REMOVE GRAVEL DRNEWAY EACH 1.00 5 ~~, ~ ~ ~ 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 ~ 5~i3 ~ ;~ j 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 ~- ~> ~ --~ ~~~ 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 4 ~ ° ~ '~ 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 ~~~, -- ~~~ ~' 13 COMMON EXCAVATION (P) CU YD 27,832.00 Z ,"~~ ~,~,.~ j ~ ~, 4 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 ~ , rj % ~~;,~~~-~ - 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 '2 , ~~ °Z ~~,~,, 'J~ 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 ~;,~`~ .~ L~~ 3 ,~~ 17 COMMON BORROW (LV) CU YD 4,716.00 ~ , ~~ 'lv~;~`~ 18 ~ jLECT GRANULAR BORROW (CV) CU YD 13,876.00 ~~ v, ~~~ ~ ~~ ~ "` 19 COARSE FILTER AGGREGATE TON 1,025.00 t `~' ~~,3 ~~, ' 20 RIP RAP, CLASS II CU YD 56.20 '-' ~=~q~~ 21 CLASS 5 AGGREGATE BASE (100%) (CV) (P) CU YD 6,172.00 ~ 2.. ' °1,~ ~~~„~~' 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 ~'~ - .,~,~-L-- 23 BITUMINOUS TYPE 31B BASE COURSE TON 3,376.00 ~ 'S • ~ ~ .', ~ 'ate - `" 24 BITUMINOUS TYPE 41A BINDER COURSE TON 2,023.00 ~- '~ ° '~ `~ r ^ ' ~ ~3`Z ~ 25 BITUMINOUS TYPE 41A WEAR COURSE TON 2,023.00 "L ~.:, ~ ~ .Z ~b `~ 2002 Northwest Commercial Park ~~ ~~ Bid Form A-ALBEV 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 (, ~~ "LZZZ .,~~y 27 BITUMINOUS PAVEMENT SQ YD 23.00 t'~°~ ~ ~,~ " 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 ~ ~~~, ~~ ,~`~~ '- 29 COMMERCIAL CONCRETE DRNEWAY APRON SQ YD 10.00 ~~ -° ~ m~ 30 12" RCP CLASS V LIN FT .743.00 `Z-'Z -' L ~ , ~.~~"~ 31 15" RCP CLAS S V LIN FT 1,176.00 2 "3 - Z 1 •. ~~ ~` . 32 18" RCP CLASS V LIN FT 479.00 `Z~ `' ~ 2 ,~45~, 33 21"RCP CLASS V LIN FT 113.00 `Z ~ _ '~~ 2°~Z } 34 24" RCP CLASS III LIN FT 34.00 ~ ~ ' ~ .,c~~;' 35 30" RCP CLASS III LIN FT 192.00 ~ ~ "" °~ ~`~2 ~' 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 •" ~ ~ ~ ~ ~-, ~Z `~ `~'ti ~ 37 12" RC FES EACH 8.00 ~,~,~,~° ~`~~~~~.~ 38 15" RC FES EACH 20.00 ~,-~ ~ ~°' ~"~~,~~~` 39 18" RC FES EACH 8.00 ~,z G3, `~' ~' ~ ~ C:~ 40 21" RC FES EACH 1.00 ~ ~~ "° 41 30" RC FES EACH 4.00 '~~~ ~;"' ~ _ 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 '~ ~ ~~ ,~ `~ ~~;, "' 43 DIRE II CATCH BASIN MANHOLE 48" EACH 13.00 "° ~ ~.~-~ 44 TYPE II CATCH BASIN EACH 7.00 '~-~ ~,;, "' (~^34~,~"~ 45 4" X 12" PVC WYE EACH 9.00 ~ Z ~~, ~' l ~-~c7 46 4" PVC SCH 40 RISER LIN FT 106.00 ~ ~ ~ ~ j~lz,' 47 6" X 10" PVC WYE EACH 12.00 ~^" ~~ e~,~, V 48 6" PVC SCH 40 RISER LIN FT 406.00 ~~°' (~.~~~,~- 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 ~~~"' ~>~„ G,~~ 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 ~G~:-~A' ~,c~~, "° 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ~'Z,.~' -~~,_~,~~~' 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 ~~ ~ °1c~, t-~c~,~"" 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 jam; " '~.~,~, ~~," 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID .Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 ~ ~ `-1~ 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 (;,'1 ' ~,3 t~~~, 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 l~~ - ~~~Z ~~ 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 '~ \ ~ Ci - 5 Z : ~v~ • 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 ~>~~~' V,t,.~ ~~ 59 ENXIATN~HOLEPTH SANITARY SEWER LIN FT 333.00 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 - ~~~ v ` `~ .;~.:>~ 61 6" C900 WATER MAIN LIN FT 741.00 (, "~ -- ~ ~~~~ 62 8" C900 WATER MAIN LIN FT 1,784.00 ~~- ~,~~~;,~' 63 10" C900 WATER MAIN LIN FT 490.00 ~ ~ - 'j35 ~, `~ 64 12" C900 WATER MAIN ~ LIN FT 4,474.00 rl"~, ' •1Cv,~ j~~ "° 65 6" GATE VALVE AND BOX EACH 21.00 '~ ~~`- ~~ ~.~~ 66 8" GATE VALVE AND BOX EACH 5.00 ~,~~"' ~Z>C7-~ 67 10" GATE VALVE AND BOX EACH 1.00 ~~~.;,~" ~~~~~' 68 12" GATE VALVE AND BOX EACH 8.00 ~ <j ~~ °°' ~ ~,, ~" 69 HYDRANT EACH 11.00 ~ ~.~c: •" ~,~4.`l~ ~-- 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 _ "1 ~~ ~ '~ ~~~~-n> 71 DUCTILE IRON FITTINGS LB S 5,242.00 t , ~ ~ ~'3 ~ _ 4, 72 3" POLYSTYRENE INSULATION SQ YD 75.00 ~ ~-~ -~ ~'~ ~ ~; -" 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 ~, ~ ~ ~"Z t2 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 ~y ~ '~~ ~ ~~ '- 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4 310.00 ~ C°y, '~ Z 2'L~ ~ ~ ~. 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 (}7 , ~~ `,L`3 t~ , ~,.. 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 (~,~ ~, j ~ ~~ 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 ~ ~"~ ~ ~y ~'~ 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 ~ a ~.~ -- -~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH .3.00 ~,'~ j ' "~ ~ r"j "' 80 SIGN PANELS, TYPE "C" SQ FT 43.75 '~~ ~ ~'~ ~ ~~ M,~, 82 BALE CHECK EACH 27.00 ~ -~ ~~-~ -' 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 `~ ~ ~'~, ~~ ,~,~5 Z~ 84 SODDING, TYPE LAWN SQ YD 2,300.00 '~ .. t,~ ~C, "' 85 SEEDING ACRE 32.50 ~;~ ~~ 1,~~;c-, `~ 86 SEED MIXTURE 90B POUND 1,485.00 '~ `' ~~~ ~ ' 87 SEED MIXTURE 15B POUND 27.00 ~;;; "' ~ 88 SEED MIXTURE 25B POUND 100.00 `L. l ' L'1~ "" 89 MULCH MATERIAL TYPE 1 TON 65.00 ~,~ ° ` ~ Z..~,,~ `- 90 DISC ANCHORING ACRE 32.50 '~ L °' ~ `1 91 COMMERCIAL FERTILIZER POUND 6,500.00 ~ ; 2 ~ ~ ~,~ ~ " Total Bid for all Unit Prices $ ~ ~ ~ ~~ ; ~ ~°"~ ~1 ~ Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will lie based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : ~ ~ ~ ~ ~ If BIDDER is: 2002 Northwest Commercial Park Bid Fnrm A-ALBEV 0113 00410 - 6 ~+ An Individual By (Individual's Name) Doing Business As_ Business Address_ Phone & FAX: A Partnership By A (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: (Corporation Name) ~~ ~~(State of Incorporja~tion) L & Signature of Person (Corporate Seal) Attest ;, ~4''. ~` '~'~,c~ . to Sign) ,~ j ~ (Secretary) Business Address ~ C' ~ ,~.^~ ~~,~?~--~,~`"~ f~a 5 a ~ Phone & FAX: `i ~3 d ~"~j , ~ <i~~ 'Z ~'.:'S _ ~2 ~ ! G'1 `~ 1 END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 ," DOCUMENT 00410 BID FORM Contractor's Name ~~o'J,~~~' ~ ~/+~ , PROJECT IDENTLFICATION THIS BID IS SUBMITTED TO: 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV O l 13 Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. BOX 9 Albertville, MN 55301-0009 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this. Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and. deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Bidding Requirements within 15 days after the date of OWNER's Notice of Award. 3. In submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date ;~'1~s-vZ Number L b. BIDDER has visited the site and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, performance and furnishing of the Work. d. BIDDER has studied carefully all reports contiguous to the site and all Drawings subsurface structures at or contiguous t 2002 Northwest Commercial Park of all explorations and tests of subsurface conditions at or of physical conditions in or relating to existing surface or o the site (except underground facilities) which have been Bid Form A-ALBEV 0113 00410 - 1 identified in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions. BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this bid is submitted as indicated in the Contract Documents. f. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and Drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this bid is submitted. h. This bid is genuine and not made in the interest of, or on behalf of, any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has riot solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park A-ALBEV 0113 Bid Form 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item No. Item Description Unit of .Measure Approximate Quantity Unit Price Amount 1 MOBILIZATION L.S. 1.00 •~ p q~ , Zr ? ~9! • ~"r 2 TRAFFIC CONTROL L.S. 1.00 3ZoL , °-v 3~?va . "-° 3 CLEARING AND GRUBBING TREE 5.00 ~~-i, sf ~ ~;~? , r,. 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 -~ ,r-d °~ / ,t-®v• "° 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 ~ .~.~ 3 v`2 ~, oa 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 ~.,av t f.4t, G b 7 REMOVE CMP CULVERT LIN FT 112.00 S~.u o ,t'~o . v o 8 REMOVE GRAVEL DRNEWAY EACH 1.00 i d o ~. o~ 1 dv v, o 0 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 ~ 13,+f t j ~z„o , µy 10 SALVAGE & REINSTALL HDPE CULVERT LIN FT 12.00 % r• ~~ ~-~~ , z~ 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 z o . u ~ ~v v, o a 12 SALVAGE & REINSTALL SIGN TYPE C EACH 4.00 S-~.o.~ ~. o v. e. o 13 COMMON EXCAVATION (P) CU YD 27,832.00 .~, ~,r' t ~~, 4 Yt'. '~ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 2,7 y fig, ~?1,v 15 SUBGRADE EXCAVATION (EV) CU YD 1,000.00 ~, ,C-o ygzgs. 0 0 16 GEOTEXTILE FABRIC, TYPE 5 SQ YD 22,511.00 , 4 ,~ Z Z.r'q,' 17 COMMON BORROW (LV) CU YD 4,716.00 .~, r-v j/, ?grx, do 18 ~~ ECT GRANULAR BORROW (CV) CU YD 13,876.00 ~, r9 /r3, 6y~/, ~ 19 COARSE FILTER AGGREGATE TON 1,025.00 / j, , v o /6, Siva ~ ~-' 20 RIP RAP, CLASS II CU YD 56.20 ~7 , y~ e/ y v z , 3 21 CLASS 5 AGGREGATE BASE (100%) (CV) (p) CU YD 6,172.00 z~ , ~g v/, .~ l3/, 4~ 22 CLASS 5 SHOULDERING AGGREGATE (100% CRUSHED LIMESTONE) (CV) (P) CU YD 236.00 T r ` ~ ~ v ~ ~/ ~ d ~ y 23 BITUMINOUS TYPE 31B BASE COURSE TON 3,376.00 a.`t ' ~ 9 ~7 ~, ybf'• ~ 24 BOURSE OUS TYPE 41A BINDER TON 2,023.00 3 ~. ~,, z ~. 3 Y to ~ 25 BITUMINOUS TYPE 41A WEAR COURSE TON 2,023.00 ~ l , `~ G ~f~ dG.F'. L 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 3 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~ , 3 c f Z,~-l~ 3 , ,S-v 27 BITUMINOUS PAVEMENT SQ YD 23.00 ~,,.,, ~--o ~d j, To 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 ~, 17 s"'9, 61 p~ J" 29 COMMERCIAL CONCRETE DRNEWAY APRON SQ YD 10.00 ~ ~ . J' ~-- 3 ~. t`. ~. • 30 12" RCP CLASS V LIN FT 743.00 ~, y- . ~ 7 I G~ 9 ~'~- 31 15" RCP CLASS V LIN FT 1,176.00 X7,1, z,~jl z ~, 1"oG. 32 18" RCP CLASS V LIN FT 479.00 ~, ~..-L 1 z~ s--? p, r 33 21" RCP CLASS V LIN FT 113.00 24. ~~' 3, 3 ZG. `}- 34 24" RCP CLASS III LIN FT 34.00 3'v, (Q o j, o X10, ~a 35 30" RCP CLASS III LIN FT 192.00 ~/, 0 3 -~, ~ 77 36 4" PERF. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905,00 z. J- ~` 3 ~~ ~3 ~ 37 12" RC FES EACH 8.00 ,T-,t-', io ~, y~-`, 38 15"RC FES EACH 20.00 L/d~.G? 1~-,37L-!o 39 18" RC FES EACH 8.00 ~; ? L. } g ,~ ; 77, r 40 21 " RC FES EACH 1.00 ~ 7 ~ , ~ I ~'7 3. F 9 41 30" RC FES EACH 4.00 t, x. PG. ~1 ~ Jycr, b 42 STORM SEWER MANHOLE 48" DIA. EACH 1.00 j ~ ; ~ L , ~ ~ )~ 3 7 ~- • `~ 43 TYPE II CATCH BASIN MANHOLE 48" DIA EACH 13.00 1,E?i.~/7 j-~~ ~~tz,1 44 TYPE II CATCH BASIN EACH 7.00 ~/~ G/L, X17 7, 1 / ~': '~ 45 4" X 12" PVC WYE EACH 9.00 i x,~ , ,T-~ 1, / 3..~, ~ 46 4" PVC SCH 40 RISER LIN FT 106.00 .y y, ~ I ~,, r ~ r. v 47 6" X 10" PVC WYE EACH 12.00 ~ ~y, ~'! /, ~ ~~ . g 48 6" PVC SCH 40 RISER LIN FT 406.00 ~- y, ,!"G q', 9 7 !. 3 49 6" PVC SCH 40 SERVICE PIPE LIN FT 518.00 / 6. ~~1 ~-, ,I-l,r', g 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 1/,f .3L ~, ~.,,GG.~ 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ! 7. Y ~ ~ p, '~,`{ ~ , 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 -~~ , ~ 1. 31,`~o d-, `i 53 10" PVC SDR 26 (20'-25' DEPTH) LIN FT 618.00 it G ~ bG 'L Y~ F" 3 (` 2002 Northwest Commercial Park I y 6 ;~ ~~. Bid Form A-ALBEV 0113 00410 - 4 UNIT PRICE BID Item Unit of Approximate No. Item Description Measure Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 ~~, .25/ 5 ~ ~~ ~ 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 ~.. ~, .~ 3~.y, as 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 ~ (y, y,c~tp }~s,.,1.G.S: cv JACK/BORE 24" STEEL CASING PIPE 57 (0.312" THICKNESS) LIN FT ,, X50.00 ~ ~~ aZy ~/g y3~ 58 SANITARY SEWER MANHOLE (0'-10' DEPTH) EACH 31.00 ~~, ~(o, y!o ,~ ? `/S;7/v 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 ~ .%.Srg -79'33:"37 60 CONNECT TO EXISTING SANITARY EACH 00 1 SEWER . < ~r9•~ • 9C~ / ~g~, y© 61 6" C900 WATER MAIN LIN FT 741.00 62 8" C900 WATER MAIN LIN FT 1,784.00 ~ ~ -.erg,.. ', ~,~.. y2 63 10" C900 WATER MAIN LIN FT 490.00 ~,~/~~ ?r~',z ~.-~o 64 12" C900 WATERMAIN ~ LIN FT 4,474.00 ~~ ~-~~ ..~5/S~C>S,~Y 65 6" GATE VALVE AND BOX EACH 21.00 ~--~,cc~, << g~~.~` 66 8" GATE VALVE AND BOX EACH 5.00 y ~Ca.S' , y. ~ ~' 67 10" GATE VALVE AND BOX EACH 1.00 p ~~ b5 0`~~. `~ S 68 12" GATE VALVE AND BOX EACH 8.00 /~-~~-~~ ~`~,~ rk~ 69 HYDRANT EACH 11.00 ~.~~ ~,~ 3Fr7, ~ 9 70 CONNECT TO EXISTING WATER MAIN EACH 5.00 ....-- ~~5 . '~~ '3"l~. ' ~a 71 DUCTILE IRON FITTINGS LBS 5,242.00 .3 ~~ ~ y y-~ ~ 72 3" POLYSTYRENE INSULATION SQ YD 75.00 73 4" SOLID LINE WHITE -EPOXY LIN FT 10,850.00 0~7 :a-9 ~-9• ~ 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 r .7 ~ ~„•~ 75 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 4,310.00 , S(r 4/i~, G. c;, 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 , ~,~ 77 24" SOLID LINE WHITE -EPOXY LIN FT 40.00 78 24" SOLID LINE YELLOW -EPOXY LIN FT 130.00 ~ yi ~.~~• 79 PVMT MESSAGE (RIGHT TURN, LEFT TURN ARROW) -EPOXY EACH 8.00 /~.7 W ,~~~ ct~ 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 5 .UNIT PRICE BID Item Unit of Approximate No. Item Description Measure Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 S-~ yS' ~S' . 3J 80 SIGN PANELS, TYPE "C" SQ FT 43 75 . ~~ ai ~~ ~ 82 BALE CHECK EACH 27.00 . ~o ~~~-w 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 ~ 7 -~ r a.gvb`, g.5 84 SODDING, TYPE LAWN SQ YD 2,300.00 ~ ~G ~~, ~ 85 SEEDING ACRE 32.50 poi ASR' .~~s3 ~~ 86 SEED MIXTURE 90B POUND 1,485.00 ,~ y9YS : v~5 87 SEED MIXTURE 15B POUND 27.00 tG crv ~/3~ ,~ 88 SEED MIXTURE 25B POUND 100.00 ~,~ 3l C~ ~ 89 MULCH MATERIAL TYPE 1 TON 65.00 ~j ~~~ ,~ t~ 7 90 DISC ANCHORING ACRE 32.50 ~,. ~sr ~S~y. ~„&.. 91 COMMERCIAL FERTILIZER POUND 6,500.00 , ~4 1U~c~.csz.7 Total Bid for all Unit Prices $ t 5-~'S-- ,h6 i5 , . Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially complete and ready for final payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED : ~/- 3 - ~2, If BIDDER is: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 6 An Individual By (Individual's Name) Doing Business As Business Address_ Phone & FAX: A Partnership By (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation (Corporation Name) !?i1 ~ e?y .ono J~o~ (State of Incorporation) By ~~~ ~ d~-~eY ~~ a'~o~7"ld ~ ~~/,id~i~ toyr ~f " ~ ~~ ~--- (Title, Name & Signature of Person Authorized to Sign) (Corporate Seal) Attest Business Address G~~y ~1,7-,.e.~~ ~ ~ ~~,~~, _ /y~yt/ J`~" 3J'~ Phone & FAX:'~3 -- t17~"-- / ~ S/,l" ~ ~ -- ~7~ --31 ~-6 END OF SECTION 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 7 -' DOCUMENT 00410 BID FORM Contractor's Name j~~~dr~~t.-~ ~ ~s ~1,G~~.~' PROJECT IDENTIFICATION THIS BID IS SUBMITTED TO 2002 Northwest Commercial Park Albertville, Minnesota SEH No. A-ALBEV O l 13 Honorable Mayor and City Council c/o Linda Goeb City Administrator 5485 Main Avenue Northeast P.O. Box 9 Albertville, MN 55301-0009 L The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER on the form included in the;Contract Documents to perform and furnish. all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all. of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This bid will remain subject to acceptance for 60 calendar days after the day of bid opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the bonds and other documents required by the Biddii-~g Requirements within IS days after the date of O~'VNER's Notice of Award. 3. In. submitting this bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined and carefully studied the Bidding Documents and the following Addenda (receipt of all which is hereby acknowledged): Date Number e~'Zb°'OZs- / b: BIDDER has visited the site. and become familiar with, and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. c. BIDDER is familiar with, and is satisfied as to all federal, state and local laws and regulations that may affect cosrt, progress, performance and furnishing of the Work. d. BIDDER has studied carefully al] reports of all explorations and tests of subsurface conditions at or contiguous to the site and all Drawings of physical conditions in or relating to existuig surface or subsurface structures at or contiguous to the site (except underground facilities} which have been 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 00410 - 1 identified. in the Supplementary Conditions as provided in paragraph 4.2.1 of the General Conditions. BIDDER accepts the determination set forth. in paragraph S.C. 4.2 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and Drawings upon which BIDDER is entitled to rely as provided in paragraph 4.2 of the General Conditions: BIDDER acknowledges that such reports and Drawings are not Contract Documents and may not be complete for BIDDER'S purposes. BIDDER acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to underground facilities at or contiguous to the site. BIDDER has obtained and carefully studied. (or assumes responsibility -for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions {surface, subsurface and underground facilities) at or contiguous to the site or otherwise .which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incidental thereto. BIDDER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this bid for performance and furnishing of the Work in accordance with the .times, price and other terms and conditions of the. Contract Documents. e. BIDDER is aware of the general nature of Work to be performed by .Owner and others at the site that relates to Work for which this bid is submitted as indicated in the ContractDocuments. f. BIDDER has correlated the information known to BIDDER, information and observations. obtained from visits. to the site, reports and Drawings .identified in .the Contract Documents. and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. g. BIDDER has given ENGINEER written notice of all conflicts; errors, ambiguities or discrepancies that BIDDER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which -this bid is submitted. - - h. This-bid is-genuine and not made in the interest of, or on behalf of, .any undisclosed :person, firm.. or _ corporation, -and is not submitted in conformity with any a~eement or rules of any group, association, organization or corporation. BIDDER has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid. BIDDER has riot solicited or induced any person, firm or corporation to refrain from bidding, and BIDDER has not sought by collusion to obtain for itself any advantage over any other bidder or over OWNER. i. (Any other representation required by Laws and Regulations.) 2002 Northwest Commercial Park _ _ Bid Form A-ALBEV 0113 00410 - 2 4. BIDDER will complete the Work for the following price(s): UNIT PRICE BID Item Unit of Approximate No. Item Description Measure Quantity Unit Price Amount T MOBILIZATION L,S. 1.00 ~:.=~ ~~ S ~.~ " ~.. G ~t ~ " 2 TRAFFIC CONTROL L.S. 1.00 ~ 6. : t. ~ ~ ~ •'~' 3 CLEARING AND GRUBBING TREE 5.00 `~ 't' 4 ROCK CONSTRUCTION ENTRANCE EACH 2.00 ~~ °`" l ~7(?. 5 SAWCUT BITUMINOUS PAVEMENT LIN FT 2,400.00 .Z , ~~S ~ ~ ~ ~,,'' 6 REMOVE BITUMINOUS PAVEMENT SQ YD 92.00 ~" ~~ .~ `~ 27 ~' 7 REMOVE CMP CULVERT LIN FT 112.00 /~ % ~ $ ~J, ° `~ 8 REMOVE GRAVEL DRIVEWAY EACH 1.00 ~~ ~ ~~d ~'° 9 SALVAGE & REINSTALL PIPE APRON EACH 3.00 /~~j` `'~ ~~ ~Q , ~° 10 SALVAGE & REINSTALL HDPE LIN FT 12.00 /~ ~i ~ ~ ~ ~R CULVERT 11 SALVAGE & REINSTALL FENCE LIN FT 30.00 / $.°~' ~~ ~g 12 SALVAGE & REINSTALL SIGN TYPE C EACH ~ 4.00 v~`'° ~3bt7,` ``' 13- COMMON EXCAVATION (P) CU YD 27,832.00 ~~ ~~~~~ 14 UNCLASSIFIED EXCAVATION (CV) (P) CU YD 10,709.00 /~!' ?~~ i 15 SUBGRADE EXCAVATION (EV) CU YD 1,000:00 .~~.~_ 16 GEOTEXTILE FABRIC, TYPE 5 -- SQ Yu _ , 22,511:00 ~ ~,~~.~ 17 COMMON BORROW (LV) CU YD 4,716.00 ~`~ ~Q~~~~`"-% 18 SELECT GRANULAR BORROW (CV) CU YD ~ 13,876.00 ~/~ ~ ~ 1~~ %~ ~~ (P) , 19 COARSE F'ILT'ER AGGREGATE TON 1,025.00 ~ ~'/ ° /~~'~.~ 20 RIP RAP, CLASS II CU YD 56.20 ~~ ~~~~` 21 CLASS 5 AGGREGATE BASE (100%) CU YD 6,172.00 S(7 2~ `320`1!•``' (CV) (P) 22 CLASS 5 SHOULDERING AGGREGATE CU YD 236.00 35. ZS ~ ~3 i `1 : `` (100% CRUSHED LIMESTONE) (CV) (P) 23 BITUMINOUS TYPE 31B BASE TON 3,376.00 25 Z~. ~~ ~ 5.24 COURSE 24 BITUMINOUS TYPE 41A BINDER TON 2,023.00 ~~ Z~ ~q "2~ 3 ~~ COURSE ____ . 25 BITUMINOUS TYPE 41A WEAR COURSE TON Y 2,023.00 ~~ ~-~ ~~ ~-~3• ~ 0 2002 Northwest Commercial Park _ Bid Form A-ALBF_V 0113 _ 00410 - 3 UNIT PRICE BID Item No, Item Description Unit of Measure Approximate Quantity Unit Price Amount 26 BITUMINOUS TACK COAT GAL 2,025.00 ~..ZS 25 3 ~ . 2 s 27 BITUMINOUS PAVEMENT SQ YD 23.00 2? SO (0 3 Z S~ 28 CONCRETE CURB AND GUTTER, B618 LIN FT 8,315.00 '~: ° ~" ~ ~' 2 Q ~~ `" 29 COMMERCIAL CONCRETE DRIVEWAY APRON SQ YD 10.00 ~© `~° ~+~0 ~~~ 30 12" RCP CLASS V LIN FT 743.00 ~J,ao +S(o~3.°° 31 15". RCP CLASS V LIN FT 1,176.00 ZZ ®5 25 ~i3p.~~ 32 18" RCP CLASS V LIN FT .479.00 Z~ , IS ~ ~ ~~ I ~~ 33 21"RCP CLASS V LIN FT 113..00 ~,UQ ~32L• Zf? 34 24" RCP CLASS III LIN FT 34.00 ~ ~ ,1 ~ ~~ 35 30" RCP CLASS III LIN FT 192.00 yZ.ao ~ ~~ •eo 36 4" PERT. CORR. POLYETHYLENE DRAIN TILE W/O SOCK LIN FT 7,905.00 3 ~ -~G° 37 12" RC FES EACH 8.00 4 Z,l~.`° 3 3 b ~ . °Q 38 15"RC FES EACH 20.00 Z.r~ZSO q~.,~5d.i°c 39 18" RC FES EACH 8.00 ~ .l„$.°` y p 4.c 40 21" RC FES EACH 1.00 (~3f?."~ (~~(^ Eo 41 30" RC FES EACH 4:00 ~ `~ 5 ``c ,3•'j ~ ~ .°` 42 STORM SEWER MAs'~THOLE 48'" DIA. EACH 1.00 ~ 7~~ `c t ,~~ ~ ~c 43 TYPE II CATCH BASIN MANEIOLE 48" EACH ~ 13.00 ~ ~ ~ _4c I ~(~~(~.° v 44 TYPE II CATCH BASIN EACH 7.00 ~c.(,p,08 ~ ~ ~ 0 •c0 45 4" X 12"PVC WYE ~~ EACH 9.00 I pS,C° -~(,{5. rb 46 4" PVC SCH 40 RISER ~~ LIN FT 106.00 2(-°b ZLZ(c •`° 47 6" X 10" PVC WYE EACH 12.00 C~~,Sb i 13~ .°v 48 6" PVC SCH 40 RISER LIN FT 406.00 Z~. c° ~~~ 2.(o pc 49 6" PVC SCH 40 SERVICE PIPE ~ LIN FT 518.00 L 2.~0 (~~ ~~ ern 50 8" PVC SDR 26 (20'-25' DEPTH) LIN FT 50.00 SZ.. ~~ 2(0 ~ `° 51 10" PVC SDR 35 (0-15' DEPTH) LIN FT 1,738.00 ~Z~ ~14 ~~,~,~~ ,r~o 52 10" PVC SDR 35 (15'-20' DEPTH) LIN FT 1,742.00 `L I .dn ~ Sg 2 iO 53 10" PVC SDR 26 (20'-2S DEPTH) LIN FT 618.00 Z~ , 35 ~~~5 Zp . 30 2002 Northwest Commercial Park _ Bid Form A-ALBEV 0113 OU410 - 4 UNIT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 54 12" PVC SDR 26 (20'-25' DEPTH) LIN FT 1,169.00 3 ~ ~© 3~~2:~, 50 55 12" PVC SDR 26 (25'-30' DEPTH) LIN FT 1,248.00 Z o~ ~ Zy i b, `o 56 JACK/BORE 24" STEEL CASING PIPE (0.250" THICKNESS) LIN FT 250.00 ("~ Ia " ~0 ~ ~ w ~ ~" 57 JACK/BORE 24" STEEL CASING PIPE (0.312" THICKNESS) LIN FT 350.00 I ~ (° ,SD ~' ~} ~ ~ ~ S ` 58 SANITARY SEWER MANIIOLE (0'-10' DEPTH) EACH 31.00 ~ ~ ~ Q " o ~~ `L~ ~ (, ,. c ~ " 59 EXTRA DEPTH SANITARY SEWER MANHOLE LIN FT 333.00 ~ ~ , `o ~~ q ~ ~. "` 60 CONNECT TO EXISTING SANITARY SEWER EACH 1.00 2.j (} ," ° -Zi 0 61 6" C900 WATER MAIN LIN FT 741.00 ~ ~ , 5 a 7 7 ~ ~ ,S O 62 8" C900 WATER MAIN LIN FT 1,784.00 ~ 'Z~ ~~' 2Zy~ k.~ 63 10" C900 WATER MAIN LIN FT 490.00 j ~ , ~ 0 '~ ;~, ~ , ~'~' 64 12" C900 WATER MAIN LIN FT 4,474.00 ~ (g ; ~ ~ -~ 5 ~ ~ ~ . 20 65 6" GATE VALVE AND BOX EACH 21.00 5~~~ ,SO ~ ~ ~~ ,Sb 66 8" GATE VALVE AND BOX EACH 5.00 ~~ ~,. ~ ° ~ L.l7O ~ ` 67 10" GATE VALVE AND BOX i EACH 1.00 I (?S©. ° o i 0 ~.~ ,~~ 68 12" GATE VALVE AND BOX EACH 8.00 I I SS `° q ~ Q , `` 69 HYDRANT ~ ~ EACH 11.00 -S~1 S ~ y ~ "13 25.r ~ 70 7C,{O~N7~NT ECT TO EXISTING WATER 1V1t1i1`~ EACH 5.00 2 i ®; 3 0 C ~ ~ vl ~ ~ 4 ~s 71 DUCTII.,E IRON FITTINGS LBS 5,242.00 Z. r D ~ ~ ~ ~ ~ ,2n 72 3 "° POLYSTYRENE INSULATION SQ YD 75.00 I S ,`75 ~, i ~ ~ , Z ~ 73 4" SOLID LINE WHITE -EPOXY I,IN FT 10,850.00 ®, 2~ ~) I ~ . SO 74 4" DASHED LINE WHITE -EPOXY LIN FT 400.00 . z5 / p~,~'D 75 EPOXYBLE SOLID LINE YELLOW - LIN FT 4,310.00 w ~~ 'Z155" `~~ 76 4" SOLID LINE YELLOW -EPOXY LIN FT 910.00 ~ , ~,5 ~~~;~ 77 24"SOLID LINE WHITE.-EPOXY LINFT 40.00 ~_S~ !d~•~0 78 24" SOLID LINE YELLOW -"EPOXY LIN FT 130.00 'Z,.ZS ~~ 2~- ``'c 79 ~ ARROW)E EPOXY TURN, LEFT EACH 8.00 1 6 S ~~ l~ ~ vu .2002 Northwest Commercial Park __ Bid Form A-ALBEV 0113 ~ 00410 - 5 UNiT PRICE BID Item No. Item Description Unit of Measure Approximate Quantity Unit Price Amount 80 PERMANENT BARRIER EACH 3.00 Zi)i.~'~, 73S C'u 80 SIGN PANELS, TYPE "C" SQ FT 43.75 ~2, S~ ~ ~ ~ ~~ 82 BALE CHECK EACH 27.00 ~~ e~5p ~~~ 5p 83 SILT FENCE, HEAVY DUTY LIN FT 7,235.00 ~, , i Q 1S I ~ 3 Sa 84 SODDING, TYPE LAWN SQ YD 2,300.00 2 . ~ 0 ~' 3 ®,a~a 85 SEEDING ACRE 32.50 . I L{~,ev 3QOt7•`` 86 SEED MIXTURE 90B POUND 1,485.00 3.35 N~ ~ y,75 87 SEED MIXTURE 15B " POUND 27.00 ~ ~ . ~o y g ~ ~o 88 SEED MIXTURE 25B POUND 100.00 2~ ~{ ~ 2g ~ ~ , ~ ~ 89 MULCH MATERIAL TYPE 1 TON 65.00 ))) , a o ~7 Z I ~S '`' 90 DISC ANCHORING ACRE 32.50 ~(~.75 ~,3~ 91 COMMERCIAL FERTILIZER POUND 6,500.00 (~ , 2 I / 3 ~, 5 t ° Total Bid for all Unit Prices $ ` ~ (,~ (a ~ h,~` ; Z jf Unit Prices have been computed in accordance with paragraph 11.9.2 of the General Conditions. BIDDER acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided in the Contract Documents. 5. BIDDER agrees that the Work will be substantially. complete and ready for fmal payment, in accordance with paragraph 14.13 of the General Conditions, on or before the dates or within the number of calendar days indicated in the Summary of Work. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 6. Communications concerning this bid shall be addressed to the address of BIDDER indicated below. 7. The terms used in this bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. DATE SUBMITTED ; y - 0 ~ "n L' If BIDDER. is~ 2002 Northwest Commercial Park Rica Fnrm A-ALBEV 0113 00410 - 6 r_ ~- An Individual By - (Individual's Name) Doing Business As Business Address Phone & FAX: A Partnership - By - (Firm Name) (General Partner's Name & Signature) Business Address Phone & FAX: A Corporation °yf A,~ ~~ _ p_ ~ ~// (Corporation Name) / ~ (State of Incorporation) ~ _ By ~ res/Y.~~ (Title,, Nam ~ a e of Person Authorized to Sign) - (r~orporate Seai) Attest Business Addr :'hone & FAX: 2002 Northwest Commercial Park Bid Form A-ALBEV 0113 ~'Y) ess ~ G~~~ END OF SECTION 00410 -7 (Secre