長期計画土木事業 西海野側溝新設工事(掲載日:令和6年10月18日) 長期計画土木事業 西海野側溝新設工事(掲載日:令和6年10月18日) author: ctime: 2024/10/17 14:43:00 mtime: 2024/10/17 14:43:00 sof... 長野県東御市   入札情報は以下の通りです。 件名 長期計画土木事業 西海野側溝新設工事(掲載日:令和6年10月18日) 種別 工事 公示日または更新日 2024 年 10 月 18 日 組織 長野県東御市 取得日 2024 年 10 月 18 日 19:19:17 （西海野）平面図等(pdf 31kb)（西海野）共通仕様書(pdf 128kb)【金抜設計書】長期計画土木事業 西海野側溝新設工事(pdf 31kb) 公告内容 author: ctime: 2024/10/17 14:43:00 mtime: 2024/10/17 14:43:00 soft_label: Microsoft: Print To PDF title: Microsoft Word - 75_e-lJ.docx 東御市役所 都市整備部 建設課 土木係長期計画土木事業 西海野側溝新設工事自由勾配側溝300×300埋戻し(RC-40) 0.3㎡AS舗装 0.8ｍ300 500 420RC-40 RC-40床掘 0.6㎡1,220土砂運搬 0.6㎡インバート標準断面図 S=1:20(A4)平面図 S=1:250(A4)側溝新設工 L=41m §１.現場説明事項１ 工事内容 (1) 工事名称・工事名称は閲覧設計書に記載のとおり。 (2) 工事の目的及び概要 (3) 工事関連資料・本工事箇所に関連する測量･設計委託の成果資料、及び地質調査等の報告資料は閲覧が可能で ある。また、契約後は貸与も可能である。 (4) コスト縮減 ・常に意識を持ってコスト縮減に取り組み、設計に反映できるように努めること。 ・現地状況等の施工条件が変更となった場合など、コスト削減を含めた提案を行うこと。 ２ 工期関係 (1) 工期・工期は、雨天･休日等を見込み、工事開始日(契約日)から、令和７年２月28日 までとする。 ・なお休日等には日曜日･祝日･夏期休暇及び年末年始休暇の他、作業期間内の全土曜日を含んで いる。 ・工期には、施工に必要な実日数(実働日数)以外に以下の事項を見込んでいる。 30日間(道路通行制限願・道路掘削申請等含む)・著しい悪天候や気象状況により工程が著しく乖離し、かつ作業を休止せざるを得なかった 場合には、受注者は発注者へ工期の延長変更を協議、請求することができる。 ３ 工事工程関係 (1) 現場の制約・条件及び支障物件・施工期間及び施工方法等について下記の制約･条件があるため、事前に立会等調整を行うこと。 (地下埋設物、地上物件等事前調査・工事自粛期間・各種申請期間・近接工事 等) (2) 地元・関係機関との協議・着手に当たって、下記の協議を関係機関及び地元住民と行うこと。 (沿線住民・地元耕作者・影響地区・水路管理者・公共機関・ﾗｲﾌﾗｲﾝ事業者 等)現場説明事項・施工条件明示事項① 準備期間② 後片付け期間 20日間制約事項 位置等 制約条件・内容地下埋設物 工事箇所内 埋設箇所・埋設深さ 等関係機関 協議事項(内容) 留意事項等地元住民 工事の時期・期間について 準備期間中 工事の実施にあたっては、｢長野県土木工事共通仕様書(以下、「共通仕様書」という。)｣、｢長野県土木工事施工管理基準(以下、「施工管理基準」という。)｣、「土木工事現場必携」、「設計変更ガイドライン」、及びその他指定された図書、かつ以下の事項を施工条件とする。 道路上の雨水排水経路が無く、民地に流入しているため、側溝新設により解消を図る。 主な工事概要は閲覧設計書に記載のとおり。 ４ 発生土・廃棄物・再生資源関係 (１)建設発生土残土処理 ■ 指定 地区名 運搬距離 6.2 km条件1 指定の場合、地区名及び運搬距離を明示する。 2 当初想定の場合は、受発注者協議等により搬出先を決定し、設計変更する。 (２)特定建設資材(建設リサイクル法)種 別 処分条件アスファルト・ 再利用 プラント名 運搬距離 6.2 km コンクリート塊 数量 直接工事費 処分費 5,640 円 運搬費 10,836 円セメント・ 再利用 プラント名 運搬距離 コンクリート塊 (1)無筋Con 数量 直接工事費 処分費 運搬費(2)鉄筋Con 数量 直接工事費 処分費 運搬費(3)二次製品 運搬距離 数量 直接工事費 処分費 運搬費建設資材木材 プラント名 運搬距離 数量 直接工事費 処分費 運搬費備考1 設計数量の処分費・運搬費を明示する。 2 処理場名は積算上の条件であり、処理場を指定するものではない。 3 上記条件明示より下回る場合は、変更の対象とする場合がありえる。 4 現場条件や数量の変更等、請負者の責によるものでない事項については変更の対象とする。 (３)産業廃棄物(建設廃棄物処理指針)種 別 処分条件木くず プラント名 運搬距離(抜根･伐採材) 数量 直接工事費 処分費 運搬費汚泥 プラント名 運搬距離 数量 直接工事費 処分費 運搬費その他 プラント名 運搬距離(金属くず他) 数量 直接工事費 処分費 運搬費備考1 備考欄については、「2.特定建設資材欄」と同じ。 東御市鞍掛971-5処分先・運搬距離・数量・金額等㈱塩沢産業4.70 t (2.00 m3)処分先・運搬距離・数量・金額等・共通仕様書1-1-1-24第3項に規定される、再生資源の利用の促進と建設副産物の適正 処理に基づき、建設副産物の適正な処理及び再生資源の活用を図ること。 ・本工事において生じる建設発生土・特定建設資材及び産業廃棄物の処分については、 下記の条件を想定して処分費、運搬費を計上している。 ・建設発生土の搬出先を変更する場合は、発注者と協議を行うこと。 ・処理場名は積算上の条件であり、処理場を指定するものではない。 1．建設副産物の適正処理について(1) 本工事で発生する建設副産物(以下「本建設副産物」という。)のうち、アスファルト・コンクリート殻等、再生処理施設で処理できる建設副産物については、全て再生処理施設へ搬出すること。また、残土等、再生処理施設のない建設副産物についても積極的に再生資源として利用される施設等へ搬出すること。 (2) 本建設副産物の処理計画を明確にするため、施工計画書に再生資源利用促進計画書を添付すること。なお、処理計画を変更する場合は、工事監督員に変更計画書を提出すること。 (3) 再生資源利用促進計画書どおりに本建設副産物が処理されたことを確認するため、竣工時に再生資源利用促進実施書２部(１部は竣工図書に添付、１部は監督員に提出)及び、アスファルト・コンクリート殻等建設廃棄物については産業廃棄物管理票(マニフェスト)の写し及び処理状況の分かる写真を、その他の建設副産物については処理状況の分かる写真を竣工書類に添付すること。なお、再生資源利用促進率が１００％にならない建設副産物については、その理由書を添付すること。 (4) その他、本建設副産物の処理については、建設廃棄物処理指針等関連する法律を遵守し、適正に処理すること。 2．再生合材及び再生砕石の使用について (1) 本工事で使用する合材及び砕石(４０－０)については原則として再生材を使用することとし、それ以外の資材を使用する場合は工事監督員に協議すること。 (2) 本工事で使用する建設資材の搬入計画を明確にするため、施工計画書に再生資源利用計画書を添付すること。なお、搬入計画を変更する場合は、工事監督員に変更計画書を提出すること。 (3) 再生資源利用計画書どおりに建設資材が搬入されたことを確認するため、竣工時に再生資源利用実施書２部(1部は竣工図書に添付、１部は監督員に提出)を竣工書類に添付すること。なお、建設資材の再生資源利用率が１００％にならない場合は、その理由書を添付すること。 3．工事実施による騒音の防止及び低騒音型機械の使用について(1) 「東御市環境をよくする条例」の特定作業に該当する工種については、条例を遵守し規制基準を超えた騒音を発生させないこと。また、その工種では低騒音型機械を使用し、施工計画書中施工機械表備考欄に「低騒音型機械」と記載すること。 (2) 「東御市環境をよくする条例」の特定作業に該当しない工種であっても、工事実施による騒音の発生の抑制に努めること。また、工事で使用する建設機械は積極的に低騒音型機械を使用することとし、低騒音型機械を使用する場合は、施工計画書中施工機械表備考欄に「低騒音型機械」と記載すること。なお、建設機械を変更する場合は、工事監督員に変更施工機械表を提出すること。 (3) 低騒音型機械を使用した場合は、施工機械表どおりに低騒音型機械が使用されたことを証するため、低騒音型機械の使用状況が分かる写真を竣工図書に添付すること。 4．アイドリングストップについて(1) 工事現場でのアイドリングストップを統括する「アイドリングストップ管理責任者」を設けるとともに、アイドリングストップ実施計画を明確にするため、アイドリングストップ実施計画書を施工計画書に添付すること。 (2) アイドリングストップ管理責任者は、工事現場でアイドリングストップが実施計画書どおりに実施されるよう務めること。 特 記 仕 様 書 ( 環 境 編 ) 「東御市環境方針」に基づき、請負業者は環境負荷の削減に向け、建設資材の省資源化及び循環利用等の促進等をするため、本工事を施工するにあたり下記項目について実施すること。 (様式－１)東 御 市令和令和令和                                                長期計画土木事業 西海野側溝新設工事             を拘束するものではありません。ただし、指定した場合を除きます。             のための参考数量を示したものは任意扱いです。したがって、内訳書の作成や契約 日、時、工数、空ｍ３、掛ｍ２、日・回、日回、供用日、月」の単位により見積り・この設計書で施工機械・仮設材の規格、調査条件等の記載及び「人、ｈ、Ｌ、％、・別途指定する建設機械については排出ガス対策型の使用を原則とする。          補正なし                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      側溝新設工 L=41m                                                                                 東御市 西海野                                    閲覧設計書            6 者計設 員 係 者査審 長 係 長 課          工 事 設 計 用 紙 年  月 日 年   月 日日間契約保証方法竣工予定年月日起工予定年月日施 工 期 間施 工 方 法 設 計 大 要工事番号年度東 御 市土木コスト情報・土木施工単価 当年秋号          建設物価・積算資料 当年１０月号       資材等の単価の出典75402  豪雪割増無し            03  補正なし                03  計上なし                09  補正無し                09  補正無し                04  道路改良                10  ％                      40                          冬期補正(現管)        豪雪割増                契約保証方法            現場環境改善費率計上分  施工地域区分(現場管理)  施工地域区分(共通仮設)  工種                    消費税率(％)          前払率(％)                          ２ 東信(２)                           410実施設計単価表等の適用日  06.10.01                                                                  0002これらの諸経費等の条件については、原則変更協議の対象とはなりませんのでご理解願います。 前 世 代 当 世 代適用単価地区- 頁 総 括 情 報 表東 御 市＊＊共通仮設費計＊＊          ＊＊共通仮設費率計算額＊＊＊＊直接工事費＊＊工種 第0004号表     式                       1     舗装工工種 第0003号表     式                       1     排水路構造物工工種 第0002号表     式                       1     土工工種 第0001号表     式                       1     取壊し工                    道路改良＊＊＊本工事費＊＊＊備                考 金      額 単      価 単  位 数       量 費目・工種・種別・細別・施工名称など(工事費内訳書)- 頁 0003 0 ＊＊＊本工事費＊＊＊東 御 市           算額法定福利費概価格に占める(参考)予定＊＊工事費計＊＊          相当額計＊＊＊＊消費税等＊＊工事価格計＊＊          等＊＊一般管理費＊＊工事原価＊＊          費＊＊＊＊現場管理＊＊純工事費＊＊備                考 金      額 単      価 単  位 数       量 費目・工種・種別・細別・施工名称など(工事費内訳書)- 頁 0004 0 ＊＊＊本工事費＊＊＊東 御 市    式              1     ＊＊＊ 単位当り ＊＊＊           施工 第0 -0004号表          4.7       ｔ               As 処分費(ｔ)         1         式    ＊処分費等＊                        施工 第0 -0003号表          2        ｍ３   機械積込(小規模土工)舗装版破砕 DID区間なし 7.0km以下殻運搬施工 第0 -0002号表         50        ｍ２   舗装版破砕積込(小規模土工)施工 第0 -0001号表         83         ｍ    15cm以下ｱｽﾌｧﾙﾄ舗装版舗装版切断備                考 金      額 単      価 単  位 数       量 工  種  ・  施  工  名  称  な  ど- 頁 取壊し工工種 第0001号表 0005 0 工 種 明 細 表東 御 市    式              1     ＊＊＊ 単位当り ＊＊＊           施工 第0 -0008号表         25        ｍ３   残土受入れ地での処理整地施工 第0 -0007号表         25        ｍ３   ﾊﾞｯｸﾎｳ 山積0.13m3(平積0.1m3)小規模 DID区間なし 9.0km以下土砂等運搬        12        ｍ３   再生クラッシャーラン ４０㎜以下施工 第0 -0006号表         12        ｍ３   土砂小規模埋戻し施工 第0 -0005号表         25        ｍ３   小規模土砂床掘り備                考 金      額 単      価 単  位 数       量 工  種  ・  施  工  名  称  な  ど- 頁 土工工種 第0002号表 0006 0 工 種 明 細 表東 御 市    式              1     ＊＊＊ 単位当り ＊＊＊           施工 第0 -0011号表          4         枚    ４０ｋｇ／枚以下グレーチング蓋版各種排水構造物工 蓋版据付施工 第0 -0010号表         33         枚    車道用 幅３００用 長５００自由勾配側溝用コンクリート蓋排水構造物工 蓋版据付施工 第0 -0009号表         41         ｍ    基礎砕石施工あり縦断用 ３００×３００×２０００排水構造物工 自由勾配側溝備                考 金      額 単      価 単  位 数       量 工  種  ・  施  工  名  称  な  ど- 頁 排水路構造物工工種 第0003号表 0007 0 工 種 明 細 表東 御 市    式              1     ＊＊＊ 単位当り ＊＊＊           施工 第0 -0012号表         33        ｍ２   平均仕上り厚４０ｍｍ1.4m未満(1層当り平均仕上り厚50mm以下)表層(車道・路肩部)備                考 金      額 単      価 単  位 数       量 工  種  ・  施  工  名  称  な  ど- 頁 舗装工工種 第0004号表 0008 0 工 種 明 細 表東 御 市    Ｌ    レギュラー スタンド                       ガソリン ガソリン    枚    径１８インチ(４５ｃｍ) 径１８インチ(４５ｃｍ)ブレード(コンクリートカッタ) ブレード(コンクリートカッタ)    人     普通作業員 普通作業員    人     土木一般世話役 土木一般世話役    人     特殊作業員 特殊作業員  供用日  超低騒音                                 超低騒音                                コンクリートカッタ［バキューム式・湿式］ コンクリートカッタ［バキューム式・湿式］    ｍ            1      15cm以下 ｱｽﾌｧﾙﾄ舗装版施工 第0 -0001号表 舗装版切断0009 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格 (東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         ｱｽﾌｧﾙﾄ舗装版厚：15cm以下                                                                                                                                    舗装版種別：ｱｽﾌｧﾙﾄ舗装版                                                                                                                                   ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    ｍ            1      15cm以下 ｱｽﾌｧﾙﾄ舗装版施工 第0 -0001号表 舗装版切断0010 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    人     運転手(特殊) 運転手(特殊)  供用日  排ガス２次                   排ガス２次                  小型バックホウ(クローラ型)［標準型］ 小型バックホウ(クローラ型)［標準型］   ｍ２           1     施工 第0 -0002号表 舗装版破砕積込(小規模土工)0011 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         運搬距離：7.0km以下                                                                                                                                         DID区間の有無：DID区間なし                                                                                                                                 積込工法区分：機械積込(小規模土工)                                                                                                                          殻発生作業：舗装版破砕                                                                                                                                     ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    人     運転手(一般) 運転手(一般)  供用日                                                 ダンプトラック［オンロード・ディーゼル］ ダンプトラック［オンロード・ディーゼル］   ｍ３           1      機械積込(小規模土工) 舗装版破砕 DID区間なし 7.0km以下施工 第0 -0003号表 殻運搬0012 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市処分費(円／ｔ)：                                                                                          ｔ            1      ＊＊＊ 単位当り ＊＊＊               ｔ          100      ＊＊＊ 合 計 ＊＊＊                      ｔ          100.000 処分費    ｔ          100                 施工 第0 -0004号表 As 処分費(ｔ)0013 0備 考 金 額 単価 単 位 数 量 名 称 ・ 規 格 な ど当り- 頁 施 工 内 訳 表東 御 市＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    人     普通作業員 普通作業員    人     運転手(特殊) 運転手(特殊)  供用日  排ガス２次                   排ガス２次                  バックホウ (クローラ型)［後方超小旋回］ バックホウ(クローラ型)［後方超小旋回］   ｍ３           1      小規模 土砂施工 第0 -0005号表 床掘り0014 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         施工方法：上記以外(小規模)                                                                                                                                  土質：土砂                                                                                                                                                    ｍ３           1      小規模 土砂施工 第0 -0005号表 床掘り0015 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市    Ｌ    パトロール給油                               軽油 軽油    人     運転手(特殊) 運転手(特殊)    人     特殊作業員 特殊作業員    人     普通作業員 普通作業員  供用日                                           タンパ及びランマ［ランマ］ タンパ及びランマ［ランマ］  供用日  排ガス２次                   排ガス２次                  バックホウ(クローラ型)［後方超小旋回］ バックホウ(クローラ型)［後方超小旋回］   ｍ３           1      土砂 小規模施工 第0 -0006号表 埋戻し0016 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         土質：土砂                                                                                                                                                  施工方法：上記以外(小規模)                                                                                                                                 ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    レギュラー スタンド                       ガソリン ガソリン   ｍ３           1      土砂 小規模施工 第0 -0006号表 埋戻し0017 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                          運搬距離：9.0km以下                                                                                                                                        DID区間の有無：DID区間なし                                                                                                                                  土質：土砂(岩塊･玉石混り土含む)                                                                                                                            積込機種･規格：ﾊﾞｯｸﾎｳ 山積0.13m3 (平積0.1m3)                                                                                                                土砂等発生現場：小規模                                                                                                                                     ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    人     運転手(一般) 運転手(一般)  供用日                                                 ダンプトラック［オンロード・ディーゼル］ ダンプトラック［オンロード・ディーゼル］   ｍ３           1      ﾊﾞｯｸﾎｳ 山積0.13m3(平積0.1m3) 小規模 DID区間なし 9.0km以下施工 第0 -0007号表 土砂等運搬0018 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市作業区分：残土受入れ地での処理                                                                                                                             ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    人     運転手(特殊) 運転手(特殊)    日                     ～排ガス２０１４                バックホウ［クローラ型］賃料 バックホウ［クローラ型］賃料   ｍ３           1      残土受入れ地での処理施工 第0 -0008号表 整地0019 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市時間的制約の有無：時間的制約なし                                                                                                                            夜間作業の有無：夜間作業(２０時～６時)なし                                                                                                               底部コンクリート設計量(ｍ３／１０ｍ)：0.15                                                                        底部コンクリート夜間割増：夜間割増なし                                                                                                                     底部コンクリート小型車割増：小型車割増なし                                                                                                                  底部コンクリート規格：１８－８－２５ 高炉                                                                                                                 基礎砕石設計量(ｍ３／１０ｍ)：0.67                                                                                基礎砕石規格：再生クラッシャラン  ＲＣ－４０                                                                                                               基礎砕石施工の有無：基礎砕石施工あり                                                                                                                        基礎コンクリート設計量 (ｍ３／１０ｍ)：0.28                                                                       基礎コンクリート夜間割増：夜間割増なし                                                                                                                      基礎コンクリート小型車割増：小型車割増なし                                                                                                                 基礎コンクリート規格：１８－８－２５ 高炉                                                                                                                  自由勾配側溝規格：縦断用 ３００×３００×２０００                                                                                                             ｍ            1      ＊＊＊ 単位当り ＊＊＊               ｍ           10      ＊＊＊ 合 計 ＊＊＊                      式            1     諸雑費底部コンクリート   ｍ３           0.159  (Ｗ／Ｃ＝６０％以下)生コン １８－８－２５(２０)－ＢＢ   ｍ３           0.804 再生クラッシャーラン ４０㎜以下基礎コンクリート   ｍ３           0.297  (Ｗ／Ｃ＝６０％以下)生コン １８－８－２５(２０)－ＢＢ    個            5.000  ３００×３００ 長2.０ｍ(縦断用)自由勾配側溝 一般及び防音型蓋2枚ﾀｲﾌﾟ共通    ｍ           10.000  １０００ｋｇ以下 制約無 昼間排水構造物工 自由勾配側溝(Ｌ２０００)    ｍ           10      基礎砕石施工あり 縦断用 ３００×３００×２０００施工 第0 -0009号表 排水構造物工 自由勾配側溝0020 0備 考 金 額 単価 単 位 数 量 名 称 ・ 規 格 な ど当り- 頁 施 工 内 訳 表東 御 市蓋版単価(円／枚)：                                                                                    時間的制約の有無：時間的制約なし                                                                                                                            夜間作業の有無：夜間作業(２０時～６時)なし                                                                                                               施工箇所区分：施工箇所区分による補正なし                                                                                                                    蓋版規格(自由勾配側溝用コンクリート蓋)：車道用 幅３００用 長５００                                                                                     蓋版の種類：自由勾配側溝用コンクリート蓋                                                                                                                    作業区分：据付                                                                                                                                                 枚            1      ＊＊＊ 単位当り ＊＊＊               枚          100      ＊＊＊ 合 計 ＊＊＊                      式            1     諸雑費    枚          100.000  幅３００用 一般蓋2枚ﾀｲﾌﾟ共通自由勾配側溝用コンクリート蓋 L=0.5据付    枚          100.000  ４０超１７０ｋｇ以下 制約無 昼間排水構造物工 蓋版(コンクリート・鋼製)    枚          100      車道用 幅３００用 長５００ 自由勾配側溝用コンクリート蓋施工 第0 -0010号表 排水構造物工 蓋版据付0021 0備 考 金 額 単価 単 位 数 量 名 称 ・ 規 格 な ど当り- 頁 施 工 内 訳 表東 御 市蓋版単価(円／枚)：                                                                                    時間的制約の有無：時間的制約なし                                                                                                                            夜間作業の有無：夜間作業 (２０時～６時)なし                                                                                                               施工箇所区分：施工箇所区分による補正なし                                                                                                                    蓋版質量：４０ｋｇ／枚以下                                                                                                                                 蓋版の種類：グレーチング蓋版各種                                                                                                                            作業区分：据付                                                                                                                                                 枚            1      ＊＊＊ 単位当り ＊＊＊               枚          100      ＊＊＊ 合 計 ＊＊＊                      式            1     諸雑費    枚          100.000 側溝蓋据付    枚          100.000  ４０ｋｇ以下 制約無 昼間排水構造物工 蓋版(コンクリート・鋼製)    枚          100      ４０ｋｇ／枚以下 グレーチング蓋版各種施工 第0 -0011号表 排水構造物工 蓋版据付0022 0備 考 金 額 単価 単 位 数 量 名 称 ・ 規 格 な ど当り- 頁 施 工 内 訳 表東 御 市    ｔ    密粒度(２０) 密粒度(１３Ｆ)［再生材 混入率50％以下]アスファルト混合物 ⑤再生アスファルト混合物    人     土木一般世話役 土木一般世話役    人     普通作業員 普通作業員    人     特殊作業員 特殊作業員  供用日                                                   振動コンパクタ［前進型］ 振動コンパクタ［前進型］  供用日                                                       振動ローラ(舗装用)［ハンドガイド式］ 振動ローラ(舗装用)［ハンドガイド式］   ｍ２           1      平均仕上り厚４０ｍｍ 1.4m未満(1層当り平均仕上り厚50mm以下)施工 第0 -0012号表 表層(車道・路肩部)0023 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表東 御 市豪雪割増：豪雪割増 工種条件と同じ                                                                                                                         ｱｽﾌｧﾙﾄ混合物夜間割増：夜間割増なし                                                                                                                          ｱｽﾌｧﾙﾄ混合物小型車割増：小型車割増なし                                                                                                                     瀝青材料種類：ﾌﾟﾗｲﾑｺｰﾄ PK-3                                                                                                                                 材料：再生  密粒度(１３Ｆ)                                                                                                                               瀝青材料種類：ﾌﾟﾗｲﾑｺｰﾄ                                                                                                                                      標準締固め後密度：2.35t/m3                                                                                                                                 1層当り平均仕上り厚(mm)：40                                                                                         平均幅員：1.4m未満 (1層当り平均仕上り厚50mm以下)                                                                                                            ＊＊＊ 単位当り ＊＊＊               式     積算単価 積算単価    Ｌ    パトロール給油                               軽油 軽油    Ｌ    レギュラー スタンド                       ガソリン ガソリン    Ｌ    ＰＫ－３ プライムコート用 ＰＫ－３ プライムコート用アスファルト乳剤 アスファルト乳剤   ｍ２           1      平均仕上り厚４０ｍｍ 1.4m未満(1層当り平均仕上り厚50mm以下)施工 第0 -0012号表 表層(車道・路肩部)0024 0標準単価： 市場単価構成比： 材料構成比： 労務構成比： 機械構成比：備 考 単価(東京地区) 代 表 機 労 材 規 格(東京地区) 単 価 単 位 構成比 代 表 機 労 材 規 格当り- 頁 施 工 内 訳 表

Long-term planned civil engineering project Nishiuno new drain construction work (Published on October 18, 2024) Long-term planned civil engineering project Nishiuno new drain construction work (Published on October 18, 2024) author: ctime: 2024/10/17 14:43:00 mtime: 2024/10/17 14:43:00 sof... Tomi City, Nagano Prefecture Bidding information is as follows. Subject Long-term Plan Civil Engineering Project Nishiumi-no Gutter Construction Project (Published: October 18, 2024) Type Construction Date of Announcement or Update October 18, 2024 Organization Tomi City, Nagano Prefecture Acquisition Date October 18, 2024 19:19:17 (Nishiumi-no) Plans, etc. (pdf 31kb) (Nishiumi-no) Common Specifications (pdf 128kb) [Gold-free Design Document] Long-term Plan Civil Engineering Project Nishiumi-no Gutter Construction Project (pdf 31kb) Announcement Contents author: ctime: 2024/10/17 14:43:00 mtime: 2024/10/17 14:43:00 soft_label: Microsoft: Print To PDF title: Microsoft Word - 75_e-lJ.docx Tomi City Hall Urban Development Department Construction Division, Civil Engineering Section, Long-term Plan Civil Engineering Project, Nishi-Umino Gutter Construction Project, Free-gradient gutter 300 x 300, Backfill (RC-40) 0.3 m2, AS pavement 0.8 m300 500 420RC-40 RC-40, Bed digging 0.6 m21,220, Soil transportation 0.6 m2, Invert standard cross section S=1:20 (A4), Plan S=1:250 (A4), Gutter construction L=41 m §1. Site explanation 1. Construction details (1) Project name and project name are as stated in the design documents for viewing. (2) Purpose and overview of the project (3) Construction-related materials and survey and design commission results materials related to this construction site, as well as geological survey and other report materials, are available for viewing. They can also be loaned after the contract is signed. (4) Cost reduction - Always be aware of cost reduction and strive to reflect it in the design.・In the event that construction conditions such as on-site conditions change, proposals including cost reductions will be made. 2 Construction Period (1) The construction period will be from the start date of construction (contract date) to February 28, 2025, taking into account rain and holidays. ・Holidays include Sundays, national holidays, summer holidays, and New Year's holidays, as well as all Saturdays during the work period. ・In addition to the actual number of days (actual working days) required for construction, the construction period takes into account the following: 30 days (including road traffic restriction requests, road excavation applications, etc.) ・In the event that the schedule deviates significantly due to extremely bad weather or weather conditions and work has to be suspended, the Contractor may discuss and request an extension or change of the construction period with the Client. 3 Construction Schedule (1) There are the following constraints and conditions regarding the site restrictions and conditions, obstacles, construction period, and construction method, so coordination such as attendance should be made in advance. (Preliminary surveys of underground buried objects, aboveground properties, etc., construction restraint periods, various application periods, nearby construction, etc.) (2) Consultations with local and related organizations ・When commencing work, the following consultations must be held with related organizations and local residents. (Residents along the railway line, local farmers, affected areas, waterway managers, public organizations, lifeline operators, etc.) Site explanation items, construction condition clarification items ① Preparation period ② Cleanup period 20 days Restrictions Location, etc. Restrictions, details Underground buried objects Within the construction site Buried location, buried depth, etc. Related organizations Items for discussion (details) Points to note, etc. Local residents Regarding the timing and duration of the work During the preparation period The work shall be carried out in accordance with the "Nagano Prefecture Civil Engineering Works Common Specifications (hereinafter referred to as the "Common Specifications")," "Nagano Prefecture Civil Engineering Works Construction Management Standards (hereinafter referred to as the "Construction Management Standards")," "Civil Engineering Site Essentials," "Design Change Guidelines," and other specified documents, as well as the following items as construction conditions. As there is no drainage route for storm water on the road and it flows into private land, this will be resolved by installing new gutters. The main construction details are as described in the design documents for viewing. 4. Soil, waste and recycled resources (1) Disposal of construction waste soil ■ Designated district name Transport distance 6.2 km Condition 1 In the case of designation, the district name and transport distance shall be clearly stated. 2 In the case of the initial assumption, the destination shall be decided through consultation between the client and the buyer, etc., and the design shall be modified. (2) Specific construction materials (Construction Recycling Law) Type Disposal conditions Asphalt/Recycling Plant name Transport distance 6.2 km Concrete blocks Quantity Direct construction cost Disposal cost 5,640 yen Transport cost 10,836 yen Cement/Recycling Plant name Transport distance Concrete blocks (1) Unreinforced concrete Quantity Direct construction cost Disposal cost Transport cost (2) Reinforced concrete Quantity Direct construction cost Disposal cost Transport cost (3) Secondary products Transport distance Quantity Direct construction cost Disposal cost Transport cost Construction materials Wood Plant name Transport distance Quantity Direct construction cost Disposal cost Transport cost Notes 1 Disposal and transport costs for the design quantity are specified. 2 The name of the treatment plant is a condition for calculation and does not specify the treatment plant. 3 If it falls below the above conditions, it may be subject to change. 4 Items that are not the contractor's responsibility, such as changes in site conditions and quantities, are subject to change. (3) Industrial waste (Construction waste treatment guidelines) Type Disposal conditions Wood waste Plant name Transport distance (roots and felled wood) Quantity Direct construction cost Disposal cost Transport cost Sludge Plant name Transport distance Quantity Direct construction cost Disposal cost Transport cost Others Plant name Transport distance (metal scraps, etc.) Quantity Direct construction cost Disposal cost Transport cost Notes 1 The notes column is the same as "2. Specific construction materials column". 971-5 Kurakake, Tomi City Disposal destination, transport distance, quantity, amount, etc. Shiozawa Sangyo Co., Ltd. 4.70 t (2.00 m3) Disposal destination, transportation distance, quantity, amount, etc. - Based on the promotion of the use of recycled resources and proper disposal of construction by-products stipulated in the common specification 1-1-1-24, paragraph 3, the proper disposal of construction by-products and utilization of recycled resources shall be promoted. - Regarding the disposal of construction generated soil, specific construction materials, and industrial waste generated in this work, disposal and transportation costs have been recorded assuming the following conditions. - If the destination of construction generated soil is changed, consultations shall be held with the client. - The name of the treatment facility is a condition for calculation, and does not specify the treatment facility. 1. Proper disposal of construction by-products (1) Of the construction by-products generated in this work (hereinafter referred to as "this construction by-product"), all construction by-products that can be treated at a recycling facility, such as asphalt and concrete husks, shall be transported to a recycling facility. In addition, construction by-products without a recycling facility, such as residual soil, shall be actively transported to facilities that will be used as recycled resources. (2) In order to clarify the disposal plan for this construction by-product, a plan for promoting the use of recycled resources shall be attached to the construction plan. If the disposal plan is to be changed, a revised plan shall be submitted to the construction supervisor. (3) In order to confirm that this construction by-product has been disposed of in accordance with the plan for promoting the use of recycled resources, two copies of the implementation document for promoting the use of recycled resources (one copy shall be attached to the completion documents and the other copy shall be submitted to the supervisor) shall be submitted at the time of completion, and copies of the industrial waste management slip (manifest) and photos showing the disposal status shall be submitted for construction waste such as asphalt and concrete shells, and photos showing the disposal status shall be submitted for other construction by-products to the completion documents. In addition, a statement of the reasons shall be attached for construction by-products for which the recycling resource utilization promotion rate is not 100%. (4) In addition, the disposal of this construction by-product shall be in accordance with the construction waste disposal guidelines and other related laws and shall be disposed of appropriately. 2. Use of recycled mix and recycled crushed stone (1) In principle, recycled materials shall be used for the mix and crushed stone (40-0) used in this work, and if other materials are to be used, the construction supervisor shall be consulted. (2) In order to clarify the delivery plan for construction materials to be used in this work, a recycled resource utilization plan shall be attached to the construction plan. If the delivery plan is to be changed, a revised plan shall be submitted to the construction supervisor. (3) In order to confirm that construction materials have been delivered in accordance with the recycled resource utilization plan, two copies of the recycled resource utilization implementation document (one copy shall be attached to the completion documents and the other copy shall be submitted to the supervisor) shall be attached to the completion documents at the time of completion. If the recycled resource utilization rate of construction materials is not 100%, a statement of the reason shall be attached. 3. Regarding the prevention of noise caused by construction work and the use of low-noise machinery (1) For work types that fall under the specific work of the "Tomi City Environmental Improvement Ordinance," the ordinance shall be observed and noise that exceeds the regulated standard shall not be generated. In addition, low-noise machinery shall be used for such work types, and "low-noise machinery" shall be entered in the remarks column of the construction machinery table in the construction plan. (2) Even if the work type does not fall under the specific work of the "Tomi City Environmental Improvement Ordinance," efforts shall be made to reduce the noise generated by the construction work. In addition, low-noise construction machinery shall be used actively, and if low-noise machinery is used, "low-noise machinery" shall be noted in the remarks column of the construction machinery table in the construction plan. If any changes are made to the construction machinery, the changed construction machinery table shall be submitted to the construction supervisor. (3) If low-noise machinery is used, a photograph showing the low-noise machinery in use shall be attached to the completion documents to prove that the low-noise machinery was used in accordance with the construction machinery table. 4. Regarding idling stops (1) An "idling stop manager" shall be appointed to oversee idling stops at the construction site, and an idling stop implementation plan shall be attached to the construction plan in order to clarify the idling stop implementation plan. (2) The idling stop manager shall endeavor to ensure that idling stops are implemented at the construction site in accordance with the implementation plan. Special Specifications (Environmental) Based on the "Tomi City Environmental Policy", the contractor shall implement the following items when carrying out this work in order to promote resource conservation and recycling of construction materials, etc., in order to reduce the burden on the environment. (Form 1) Tomi City Reiwa Long-Term Plan Civil Engineering Project Nishiumi-no Street Ditch Construction Work This does not bind the contractor. However, except in cases where specified. Reference quantities for are optional. Therefore, it is not necessary to prepare a breakdown or enter into a contract. Estimates are made in units of "days, hours, labor hours, empty m3, applied m2, days/times, daily times, days in service, months". This design document describes the specifications of construction machinery and temporary materials, survey conditions, etc., and "people, h, L, %, etc.". As a general rule, construction machinery specified separately will be of an exhaust gas countermeasure type. No correction Street Ditch Construction WorkL=41m Tomi City Nishiumi-no Design documents for viewing 6 Parties Planning and design staff Person in charge Examination chief Section chief Section Construction design paper Year Month Date Year Month Date Dates Contract guarantee method Scheduled completion date Scheduled start date Construction period Construction method Design outline Construction number Fiscal year Tomi City Civil engineering cost information and civil engineering construction unit price Current year autumn edition Construction prices and cost estimates Current year October edition Source of unit prices of materials, etc. 75402 No heavy snow surcharge 03 No adjustment 03 Not recorded 09 No adjustment 09 No adjustment 04 Road improvement 10% 40 Winter adjustment (current management) Heavy snow surcharge Contract guarantee method Recorded portion of site environment improvement cost rate Construction area classification (site management) Construction area classification (common temporary structures) Type of work Consumption tax rate (%) Advance payment rate (%) 2 Toshin (2) 410 Application date of detailed design unit price table, etc. 06.10.01 0002 Please understand that the terms of these expenses, etc. are not subject to change consultations in principle. Previous generation Current generation Applicable unit price area - Page Summary information table Togyo City ** Common temporary construction cost total ** ** Common temporary construction cost rate calculation amount ** Direct construction cost ** Work type Table 0004 Formula 1 Pavement work type Table 0003 Formula 1 Drainage structure work type Table 0002 Formula 1 Earthwork work type Table 0001 Formula 1 Demolition work Road improvement ** Main construction cost ** Remarks Amount Unit price Unit Quantity Item, work type, type, subdivision, construction name, etc. (Construction cost breakdown) - Page 0003 0 ** Main construction cost ** Togyo City Calculated amount of statutory welfare cost estimate (reference) ** Total construction cost ** Total equivalent amount ****Consumption tax, etc. ****Total construction price ****etc. ****General management expenses ****Construction cost ****Site management ****Net construction cost ****Notes Amount Unit price Unit Quantity Item, type of work, category, subdivision, construction name, etc. (Construction cost breakdown) - Page 0004 0 ****Main construction cost ****Tohmi City Sets 1 ****Per unit ****Construction Table 0-0004 4.7 t As Disposal cost (t) 1 Sets *Disposal cost, etc.* Construction Table 0-0003 2 m3 Machine loading (small-scale earthwork) pavement slab crushing No DID section 7.0 km or less Shell transport construction Table 0-0002 50 m2 Pavement slab crushing and loading (small-scale earthwork) Construction Table 0-0001 83 m 15cm or less Asphalt pavement slab Cutting of pavement slab Notes Amount Unit price Unit Quantity Type of work / Construction Name, etc. - Page Demolition work Type of work Table 0001 0005 0 Type of work details table Togyo City Style 1 *** Per unit *** Construction Table 0-0008 25 m3 Leveling of land at the receiving site for residual soil Table 0-0007 25 m3 Backhoe Pile 0.13m3 (flat area 0.1m3) Small scale No DID section 9.0km or less Transporting soil, etc. 12 m3 Recycled crusher run 40mm or less construction Table 0-0006 12 m3 Small scale backfilling of soil Table 0-0005 25 m3 Small-scale soil bed excavation Notes Amount Unit price Unit Quantity Type of work, construction Name, etc. - Page Earthwork type Table 0002 0006 0 Type of work details table Higashimi City 1 ＊＊＊ Per unit ＊＊＊ Construction Table 0-0011 4 sheets 40 kg/sheet or less Grating cover plate Various drainage structure work Cover plate installation work Table 0-0010 33 sheets For roadway Width 300 Length 500 Concrete cover drainage structure work for free-gradient drainage gutter Cover plate installation work Table 0-0009 41 m Foundation crushed stone construction included Longitudinal use 300 x 300 x 2000 Drainage structure work Free-gradient drainage gutter Notes Amount Unit price Unit Quantity Type of work・Construction name, etc. Page Drainage structure construction type No. 0003 Table 0007 0 Construction type details Table Higashi City formula 1 *** Per unit *** Construction No. 0 -0012 Table 33 m2 Average finished thickness 40mm1.Less than 4m (average finished thickness per layer is 50mm or less) Surface layer (roadway and shoulder) Remarks Price Unit Price Unit Quantity Type of work, construction name, etc. - Page Pavement work type Table 0004 0008 0 Type of work details table Togyo City L Regular Gasoline Gasoline Sheets Diameter 18 inches (45cm) Diameter 18 inches (45cm) Blade (concrete cutter) Blade (concrete cutter) Persons Ordinary workers Ordinary workers Persons General civil engineering supervisors General civil engineering supervisors Persons Special workers Special workers Service date Ultra-low noise Ultra-low noise Concrete cutter [vacuum type, wet type] Concrete cutter [vacuum type, wet type] m 1 15cm or less Asphalt pavement slab construction Table 0 -0001 Pavement cutting 0009 0Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine Labor material specification (Tokyo area) Unit price Unit composition ratio Representative machine Labor material specification per - Page Construction details table Togyo City heavy snow surcharge: Heavy snow surcharge Same as work type conditions Asphalt pavement slab thickness: 15cm or less Pavement slab type: Asphalt pavement slab *** Per unit *** Formula Estimated unit price Estimated unit price m 1 15cm or less Asphalt pavement slab construction Table No. 0 -0001 Pavement cutting 0010 0Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine Labor material standard (Tokyo area) Unit price Unit Composition ratio Representative machine Labor material standard per - Page Construction details table Togyo City heavy snow surcharge: Heavy snow surcharge Same as work type conditions *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fueling Diesel Diesel Person Driver (special) Driver (special) Service date Secondary exhaust gas Secondary exhaust gas Small backhoe (crawler type) [standard type] Small backhoe (crawler type) [standard type] m2 1 Construction No. 0 -0002 Table Pavement slab crushing and loading (small-scale earthwork) 0011 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine Labor and material specifications (Tokyo area) Unit price Unit Composition ratio Representative Machine Labor and material specifications per price - Page Construction details table Togyo City Heavy snow surcharge: Heavy snow surcharge Same as work type conditions Transport distance: 7.0 km or less Presence of DID section: No DID section Loading method classification: Machine loading (small-scale earthwork) Shell generation work: Pavement slab crushing *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fueling Diesel Diesel Person Driver (general) Driver (general) Date of use Dump truck [on-road diesel] Dump truck [on-road diesel] m3 1 Machine loading (small-scale earthwork) Pavement slab crushing No DID section 7.0km or less Construction Table 0-0003 Shell transport 0012 0Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machinery, labor, and materials specifications (Tokyo area) Unit price Unit composition ratio Representative machinery, labor, and materials specifications Per - Page Construction details Table Togo City Disposal cost (yen/t): t 1 *** Per unit *** t 100 *** Total *** t 100.000 Disposal cost t 100 Construction Table 0-0004 As Disposal cost (t) 0013 0Remarks Amount Unit price Unit Quantity Name, specification, etc. Per - Page Construction details Table Togo City City *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fueling Diesel Diesel Persons Ordinary workers Ordinary workers Persons Driver (special) Driver (special) Date of use Secondary exhaust gas Secondary exhaust gas Backhoe (crawler type) [Ultra-tight rear turning] Backhoe (crawler type) [Ultra-tight rear turning] m3 1 Small-scale Earth and sand construction Table No. 0-0005 Bed excavation 0014 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine labor material standard (Tokyo area) Unit price Unit composition ratio Representative machine labor material standard per standard - Page Construction details table Tono City Heavy snow surcharge: Heavy snow surcharge Same as work type conditions Construction method: Other than the above (small scale) Soil quality: Soil m3 1 Small scale Soil construction Table No. 0 -0005 Bed excavation 0015 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine Labor material specification (Tokyo area) Unit price Unit composition ratio Representative machine Labor material specification per specification - Page Construction details table Togyo City L Patrol fueling Diesel Diesel People Driver (special) Driver (special) People Special worker Special worker People Ordinary worker Ordinary worker Date of use Tamper and rammer [rammer] Tamper and rammer [rammer] Date of use Exhaust gas secondary Exhaust gas secondary Backhoe (crawler type) [rear ultra-small turning] Backhoe (crawler type) [ultra-small rear swing] m3 1 Soil Small-scale construction Table No. 0-0006 Backfilling 0016 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machinery composition ratio: Remarks Unit price (Tokyo area) Representative machine, labor, and material specifications (Tokyo area) Unit price Unit composition ratio Representative machine, labor, and material specifications per - Page Construction details table Togyo City heavy snow surcharge: Heavy snow surcharge Same as construction type conditions Soil type: Soil Construction method: Other than the above (small-scale) *** Per unit *** Formula Estimated unit price Estimated unit price L Regular Gasoline Gasoline m3 1 Soil Small-scale construction Table No. 0-0006 Backfilling 0017 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine labor material standard (Tokyo area) Unit price Unit composition ratio Representative machine labor material standard per - Page Construction details table Togyo City heavy snow surcharge: Heavy snow surcharge Same as work type conditions Transport distance: 9.0km or less Presence or absence of DID section: No DID section Soil type: Soil (including soil mixed with rocks and boulders) Loading model and specifications: Backhoe Pile 0.13m3 (flat volume 0.1m3) Site where soil etc. was generated: Small scale *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fueling Diesel Diesel Person Driver (general) Driver (general) Date of use Dump truck [on-road diesel] Dump truck [on-road diesel] m3 1 Backhoe Pile 0.13m3 (flat volume 0.1m3) Small scale No DID section Construction of 9.0km or less Table 0 -0007 Soil etc. transportation 0018 0Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machinery composition ratio: Remarks Unit price (Tokyo area) Representative Machinery Labor Materials Standard (Tokyo area) Unit price Unit Composition ratio Representative machinery Labor materials Standard per price - Page Construction details table Togyo City Work category: Processing at the waste soil receiving site *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fueling Diesel Diesel Person Driver (special) Driver (special) Days ~ Exhaust gas 2014 Backhoe [crawler type] rent Backhoe [crawler type] rent m3 1 Processing work at the waste soil receiving site Table No. 0 -0008 Leveling 0019 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machinery Labor materials Standard (Tokyo area) Unit price Unit Composition ratio Representative machinery Labor materials Standard Ranking - Page Construction Details Table Tougo City Time constraints: No time constraints Night work: No night work (20:00-6:00) Bottom concrete design volume (m3/10m): 0.15 Bottom concrete night surcharge: No night surcharge Bottom concrete small car surcharge: No small car surcharge Bottom concrete standard: 18-8-25 Blast furnace Foundation crushed stone design volume (m3/10m): 0.67 Foundation crushed stone standard: Recycled Crusher Run RC-40 Foundation crushed stone construction: Foundation crushed stone construction Foundation concrete design volume (m3/10m): 0.28 Nighttime surcharge for foundation concrete: No nighttime surcharge Small vehicle surcharge for foundation concrete: No small vehicle surcharge Foundation concrete standard: 18-8-25 Blast furnace Free-gradient gutter standard: For longitudinal section 300 x 300 x 2000 m 1 *** Per unit *** m 10 *** Total *** Formula 1 Miscellaneous expenses Bottom concrete m3 0.159 (W/C = 60% or less) Ready-mixed concrete 18-8-25 (20) - BB m3 0.804 Recycled crusher run 40mm or less foundation concrete m3 0.297 (W/C = 60% or less) Ready-mixed concrete 18-8-25 (20) - BB Unit 5.000 300 x 300 Length 2.0m (for longitudinal section) Free-gradient gutter Common to general and soundproof 2-lid type m 10.000 1000kg or less No restrictions Daytime drainage structure work Free-gradient gutter (L2000) m 10 Foundation crushed stone construction included Longitudinal use 300 x 300 x 2000 Construction No. 0-0009 Table Drainage structure work Free-gradient gutter 0020 0 Remarks Amount Unit price Unit Quantity Name, standard, etc. per - Page Construction details Table Higashi Omi City Lid plate unit price (yen/piece): Presence or absence of time constraints: No time constraint Presence or absence of night work: No night work (20:00-6:00) Construction location classification: No adjustment based on construction location classification Lid plate standard (concrete lid for free-gradient gutter): For roadway, width 300, length 500 Lid plate type: Concrete lid for free-gradient gutter Work category: Installation Pieces 1 *** Per unit *** Pieces 100 *** Total *** Set 1 Miscellaneous expenses Pieces 100.000 Width 300 General cover 2-piece type Common free slope concrete cover for drain L=0.5 Installation Pieces 100.000 Over 40 and up to 170 kg No restrictions Daytime drainage structure work Cover plate (concrete/steel) Pieces 100 For roadway Width 300 Length 500 Construction of concrete cover for free-gradient drainage gutter No. 0 -0010 Table Drainage structure work Cover plate installation 0021 0 Remarks Amount Unit price Unit Quantity Name/Specification etc. per - Page Construction details Table Higashi-Omi City Cover plate unit price (yen/piece): Presence of time constraints: No time constraint Presence of night work: No night work (20:00-6:00) Construction location classification: No correction based on construction location classification Cover plate mass: 40 kg/piece or less Cover plate type: Various grating cover plates Work classification: Installation Pieces 1 *** Per unit *** Pieces 100 *** Total *** Formula 1 Miscellaneous expenses Pieces 100,000 Installation of gutter lids Pieces 100,000 Less than 40 kg No restrictions Daytime drainage structure work Cover plate (concrete/steel) Pieces 100 Less than 40 kg/piece Various construction of grating cover plates Table 0-0011 Drainage structure work Installation of cover plate 0022 0 Remarks Amount Unit price Unit Quantity Name/Specification etc. per- Page Construction details Table Togyo City t Dense grain size (20) Dense grain size (13F) [Recycled material mixed rate 50% or less] Asphalt mixture ⑤ Recycled asphalt mixture Persons General civil engineering supervisor General civil engineering supervisor Persons Ordinary worker Ordinary worker Persons Special worker Special worker Day of use Vibration compactor [advancing type] Vibration compactor [advancing type] Date of operation Vibratory roller (for paving) [hand guided type] Vibratory roller (for paving) [hand guided type] m2 1 Average finished thickness 40 mm Less than 1.4 m (average finished thickness per layer 50 mm or less) Construction No. 0-0012 Table Surface layer (roadway and shoulder) 0023 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machine composition ratio: Remarks Unit price (Tokyo area) Representative machine labor material specification (Tokyo area) Unit price Unit composition ratio Representative machine labor material specification per specification - Page Construction details table Tono City heavy snow surcharge: Heavy snow surcharge Same as work type conditions Asphalt mixture night surcharge: No night surcharge Asphalt mixture small vehicle surcharge: No small vehicle surcharge Bituminous material type: Primecoat PK-3 Material: Recycled Dense grain size (13F) Bituminous material type: Primecoat Standard compaction density: 2.35t/m3 Average finished thickness per layer (mm): 40 Average width: Less than 1.4m (Average finished thickness per layer 50mm or less) *** Per unit *** Formula Estimated unit price Estimated unit price L Patrol fuel Diesel Diesel L Regular Gasoline Gasoline L PK-3 For prime coat PK-3 Asphalt emulsion for prime coat Asphalt emulsion m2 1 Average finished thickness 40mm Less than 1.4m (Average finished thickness per layer 50mm or less) Construction Table 0 -0012 Surface layer (roadway and shoulders) 0024 0 Standard unit price: Market unit price composition ratio: Material composition ratio: Labor composition ratio: Machinery composition ratio: Remarks Unit price (Tokyo area) Representative Machinery Labor Material Standard (Tokyo area) Unit price Unit Composition ratio Representative machinery Labor materials Standards per page Construction details table