Tenders/Tender No. 75_Izumi No. 2 Street Pavement New Construction Work (File: 1.8MB)

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Tender No. 75_Izumi No. 2 Street Pavement New Construction Work (File: 1.8MB)

Auto-translated from Japanese

Original title: 入札番号第75号_泉2号通り舗装新設工事（ファイル : 1.8MB）

北海道留萌市

Published: Aug 7, 2026

Updated: Aug 8, 2026

Source: jp_kkj

About This Opportunity

This is a works contract in the construction and civil works, architecture and engineering and water and sanitation sectors, with a focus on Wastewater, Drainage and Groundwater. Located in Japan, Asia, this opportunity is open to firms and consortiums.

Published through 官公需 (kkj.go.jp), a national government procurement portal. Public procurement tenders follow the country's national bidding regulations and may have specific eligibility and documentation requirements for civil works in the construction and civil works sector. Works contracts of this nature generally require demonstrated experience in similar infrastructure projects, adequate equipment and technical personnel, and financial capacity including bank guarantees. Interested parties should review the full documentation on the original source before submitting their proposal.

Description

Original language: Japanese

入札番号第75号_泉2号通り舗装新設工事（ファイル : 1.8MB）図番1 2 3 4 (1)5 (2)6 (3)7 泉２号通り作工平面図令和8年度泉２号通り舗装新設工事工事名図面名平面図標準断面図横断図横断図横断図縦断図X=-7800X=-7800X=-7700X=-7700X=-7600X=-7600X=-7500X=-7500Y=-48200Y=-48200Y=-48100Y=-48100Y=-48000Y=-48000No.1横断カルバート工SP=337.5021-121-4留萌市24-6留萌市3032 留萌市24-7留萌市33留萌市25-1 留萌市25-7留萌市25-8留萌市25-1725-1525-1325-1425-1825-1225-9留萌市25-16留萌市25-5留萌市43-2留萌市4142留萌市43-14014-444-544-444-344-2留萌市29-214-214-639大蔵省38留萌市14-5留萌市14-714-814-114-323-123-325-224-527-1留萌市27-225-35625-6留萌市34-131道道371546451647485144-13618132829-129-529-429-3無番地-323-223-423-534-424-924-1024-324-2道12筆界未定地-424-16-127-421-3 留萌市泉町２丁目留萌市工事延長 L=99.32m令和8年度工事起点SP=338.73令和8年度工事終点SP=438.05摺付区間L=10.00m摺付区間終点SP=448.05令和6年度調査起点BP=235.76令和6年度調査終点EP=438.03調査延長 L=202.27mSP=421.58NO.2横断カルバート工←波付管φ300浄化槽M舗装止U180物RCφ240RCφ800←U300←U300←U300U180舗装止MM支柱物Mｶｰﾎﾟｰﾄ物CoCoM散公園幹17右8左2量散BOX 公園幹17右10物タンクCo51-75-12-23-56-47タンクM作業小屋タンク浄化槽ｸﾞﾚｰﾁﾝｸﾞU180Asﾌﾞﾛｯｸ浄化槽U180←U300タンク物Coタンクタンク橋As汚汚下住AsCo住塩ビφ50←RCφ300←RCφ300←波付管φ300住住住住住住住住住車車車車車200VUR200VUR200VUR200VUR200VURP25P20P50P20P20P50φ50VPP20V2020P20P20P20P50φ50VPP20←U30051-75-12-33-28-82ｺﾞﾐｽﾃｰｼｮﾝ51-75-12-23-78-78公園幹17右7公園幹17右8 ｶｰﾎﾟｰﾄﾌﾞﾛｯｸ公園幹17右9ﾌﾞﾛｯｸ51-75-12-23-20-4351-75-12-23-75-40←←←Co汚車ﾌﾞﾛｯｸ汚汚下汚下汚汚下汚下下汚汚汚汚φ50VPP50200VUR←U300BOXTA5-1TA6TA8-1 TA8TA7TA5H=14.759KBM.No1集水桝角H=18.514KBM.No2排水擁壁角EC1(282.24)300IPNo.3IPNo.1IPNo.2400340360298.30曲線表IPNo.1(R)90-20-386.0006.0369.4612.511272.882-7623.733-48093.382IPNoIARTLCLSLBCECX Y282.343IPNo.2(L)100-31-338.0009.62314.0364.514298.383-7628.012-48124.792312.419IPNo.3(L)0-52-53世界測地系点名Ｘ座標Ｙ座標備考-48082.256 -7762.716TA8-1TA5-1-7649.853 -48096.622T S 点成果表世界測地系点名Ｘ座標Ｙ座標備考-48125.153 -7631.946 TA6TA5 -7590.612 -48101.157-48093.892 -7524.841TA4TA3 -7502.600 -48120.070-48102.034 -7452.507 TA2TA1 -7415.122 -48064.2004 級基準点成果表世界測地系-48107.544 -7689.300 TA7-48094.454 -7727.009 TA8EP=438.03 BP=235.76-7581.001-48099.466-7685.661-48105.744-7756.050-48081.278(測量)曲線表IPNo.1(L)90-20-406.0006.0369.4612.511272.782-7623.634-48093.396IPNoIARTLCLSLBCECX Y282.243IPNo.2(R)100-31-338.0009.62314.0364.514298.302-7627.916-48124.824312.338IPNo.3(L)0-52-55世界測地系EP=438.05 BP=235.10-7581.001-48099.466-7685.661-48105.744-7756.050-48081.278(設計)IPNo.4(L)-7580.346-48099.43610-43-32作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市平面図1:500 1泉2号通り舗装新設工事令和 8 年 7 月住宅ガードレール9.77作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市縦断図1:500 2泉2号通り舗装新設工事令和 8 年 7 月SP=353.53SP=363.53SP=373.53SP=390.00SP=400.00SP=410.000.000.000.0417.5617.7017.990.000.0016.9917.34-0.01 17.13-0.02 17.200.01 16.71 16.72 340.00 340.00I=+2.09025%L=51.190.030.040.000.0517.1217.1817.4317.7418.2718.7919.0417.7018.7917.0817.1817.4017.8318.3218.8419.04360.00363.51380.00400.00420.00438.03448.00360.00363.51380.00400.00420.00438.03448.00I=+2.86465%L=38.050.090.0517.20I=+1.37099%L=36.47VCI=+1.49366%VCL=20.00mVCI=-0.71926%VCL=20.00m補正値補正区分盛高切深施工基面高勾配地盤高測点(測量)曲線拡幅摺付図片勾配摺付図仮施工基面高DL=5.001:5001:10010.0020.000.010.020.190.260.160.110.030.0114.6714.6914.8015.3515.7015.8215.9116.0516.1016.1716.2914.6715.96I=+2.73653%L=47.1416.1314.4114.6714.6814.7815.1615.4415.6615.8016.0616.0716.1716.31225.10235.10235.76240.00260.00272.88277.61282.34298.38305.40312.42320.00L= 37.127 L= 16.040 L= 51.090 L= 74.520測点(設計)225.10235.10235.76240.00260.00272.88277.61282.34298.38305.40312.42320.00BP=235.76TL= 6.036IA=90-20-38 CL= 9.461R1=6.000 SL= 2.511TL= 9.623IA=100-31-33 CL= 14.036R1= 8.000 SL= 4.514EP=438.03IPNo.1(R)IPNo.3(L)IPNo.2(L)IA=0-52-53I=+0.56478%L=30.10VCI=-2.17175%VCL=20.00mVCI=+1.52547%VCL=20.00m0.000.000.000.000.00-0.01-0.050.010.040.0015.6915.7015.8315.9616.0216.0716.0916.1316.2916.34SP=272.24SP=282.24SP=292.24SP=302.34SP=312.34SP=322.3430.00200VUR200VUR200VUR200VUR200VUR波付管φ300波付管φ3000.020.00令和8年度工事終点SP=438.05令和8年度工事起点SP=338.73No.2横断カルバート工SP=421.58工事延長 L=99.32m摺付区間終点SP=448.05摺付区間L=10.00ｍ縦断図SV=1:100SH=1:500No.1横断カルバート工SP=337.50標準断面図S=1:25作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市標準断面図1:25 3SP=338.73～SP=438.05張芝(ステップ+路肩)泉2号通り舗装新設工事令和 8 年 7 月5.00%∑t=50cm下層路盤 Co再生骨材0-40mm級 t=30cm凍上抑制層 Co再生骨材0-80mm級 t=15cm表層再生密粒度アスコン t= 5cm1:1.5U-300B2.00%2.00%0.252.580.512.505.400.50 4.502.501.950.402.00用地境界用地境界200VURVPφ50 P50FHＬＣ物置作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市1:100S=1:1004泉2号通り舗装新設工事令和 8 年 7 月横断図(1)横断図 (1)DL=14.00DL=14.00DL=14.00住宅住宅住宅住宅SP=363.53(設計)SP=360.02(設計)SP=338.73(設計)FH=16.71GH=16.72FH=17.12GH=17.08SP=360.00FH=17.18GH=17.18SP=363.51SP=338.7120004002000400200040025004500 50025004500 50025004500 500EL=16.29EL=16.70EL=16.76路床盛土 : BA土砂掘削 : CA凡例= BA= CA0.02.7= BA= CA0.02.5= MBA= MCA0.002.60= BA= CA0.02.6= MBA= MCA0.002.55= MBA= MCA0.052.60SP=348.55公園幹17右8SP=338.37ﾌﾞﾛｯｸSP=363.5551,75,12,23,20,43SP=362.80浄化槽SP=336.40道路敷地道路敷地道路敷地道路敷地道路敷地道路敷地作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市1:100S=1:1005泉2号通り舗装新設工事令和 8 年 7 月横断図(2)横断図 (2)DL=15.00DL=15.00DL=15.00車庫SP=380.02(設計)SP=400.02(設計)SP=420.02(設計)FH=17.43GH=17.40SP=380.00FH=17.74GH=17.83SP=400.00FH=18.27GH=18.32SP=420.00200040020004002000400250025002500450045004500500500500EL=17.01EL=17.32EL=17.85路床盛土 : BA土砂掘削 : CA凡例= BA= CA0.02.3= BA= CA0.02.9= MBA= MCA0.002.60= BA= CA0.12.7= MBA= MCA0.052.80= MBA= MCA0.002.45SP=422.30SP=425.61公園幹17右10SP=418.5751,75,12,23,56,47波付管φ300SP=405.24SP=382.41公園幹17右9SP=382.97道路敷地道路敷地道路敷地道路敷地道路敷地道路敷地作成年月日小杉測量設計株式会社事業者名会社名縮尺図面名工事名図面番号北海道留萌市1:100S=1:100泉2号通り舗装新設工事6令和 8 年 7 月横断図(3)横断図 (3)DL=16.00DL=16.00住宅φ800SP=438.05(設計)SP=448.05

Data provenance

This notice is sourced from 官公需 (kkj.go.jp) and was originally published on August 7, 2026. Last refreshed today. Original language: Japanese. BidsFactory mirrors official procurement notices and links back to the source for full legal text.

About 北海道留萌市

北海道留萌市 has issued 46 procurement notices on BidsFactory, including 13 currently open and 0 awarded contracts. Activity concentrates in Construction & Civil Works, Architecture & Engineering Services, and Transport & Logistics. All notices are published for Japan. Notices are distributed via 官公需 (kkj.go.jp). Most recent publication: August 7, 2026.

Frequently asked questions about this tender

How can I submit a bid?

Visit 官公需 (kkj.go.jp) to access the full notice, required documents, and submission instructions provided by the contracting authority.

Who is the contracting authority?

This notice was issued by 北海道留萌市 in Japan. The authority is responsible for evaluating bids, awarding the contract, and managing performance.

What type of contract is this?

This is a Works contract in the Construction & Civil Works sector. The classification helps bidders match the opportunity to their qualifications and registered scope of supply.

Where will the contract be performed?

The contract is for delivery in Japan. Foreign bidders should review local registration, taxation, and any in-country presence requirements before submitting.