Page 1 09:22 Gulf Standard Time Date & Time of Print: 16/10/2026 09:22:33 - Time Zone: Gulf Standard Time Buyer Organisation: Dubai Municipality Overview RFQ/RFP Code rfq_248102 Title TF-06-C2 Construction Of Stormwater Drainage System Connecting Al Maktoum Airport and Dubai South Description The project includes construction of proposed stormwater drainage network as part of overall stormwater drainage system of DS306 Stormwater Drainage System in the Jebel Ali and Developers Areas project serving the Al Maktoum International (AMI) Airport, Dubai South, and Dubai Industrial City (DIC).. The proposed stormwater network will improve the existing system to mitigate flooding, control runoff, make it safer for people living in the projects catchments and also provide the connectivity to unserved areas. The works include installation of new stormwater drainage network including but not limited to pipelines, subsurface drainage lines, manholes, backdrops, catch basins, drop shafts/vortex shafts, connection of existing network, etc. and all requirments as mentioned in Tender Documents. Status Running RFQ/RFP Settings Online Response Required: Yes Event Currency AED RFQ/RFP Publication 16/10/2026 07:11 Closing 05/11/2026 08:00:00 Time Limit for Expressing Interest 05/11/2026 08:00:00 Awarding Strategy Best Score Additional Information Section Section Description Tender Bond Title Description Value Assigned by Buyer Tender Bond Amount Tender Bond Amount 7,000,000 Page 2 Type of Invitation Type of Invitation Contractors Invitation Letter Invitation Letter Invitation letter.pdf 455 KB Section Section Description PO Details Title Description Value Assigned by Buyer PO Number PO Number Attachments Path Description Folder Size root (0) 0 KB The Directory is empty Path Description Folder Size root/Tender Documents (0) 0 KB The Directory is empty Path Description Folder Size root/Tender Documents/Volume 1 Tender & Contract Conditions (2) 14,206 KB Filename Downloadable Last Modification Description File Size Date TF-06-C2 ISMS External Party Risk Assessment Form Yes 15/10/2026 107 KB V 1.0.xlsx TF-06-C2 Volume 1 - Tender & Contract Yes 15/10/2026 14,099 Conditions.pdf KB Path Description Folder Size root/Tender Documents/Volume 2 Specifications (2) 49,066 KB Filename Downloadable Last Modification Description File Size Date TF-06-C2 Volume 2 - Part 2A Standard Yes 15/10/2026 44,598 Specifications.pdf KB TF-06-C2 Volume 2 - Part 2B Particular Yes 15/10/2026 4,469 KB Specifications.pdf Path Description Folder Size root/Tender Documents/Volume 3 BoQ (1) 1,196 KB Filename Downloadable Last Modification Date Description File Size TF-06-C2_Volume 3 BoQ.pdf Yes 15/10/2026 1,196 KB Page 3 TF-06-C2_Volume 3 BoQ.pdf Yes 15/10/2026 1,196 KB Path Description Folder Size root/Tender Documents/Volume 4 Drawings (1) 44,919 KB Filename Downloadable Last Modification Date Description File Size TF-06-C2 Volume 4 Drawings.pdf Yes 15/10/2026 44,919 KB Path Description Folder Size root/Tender Documents/Volume 5 Soil Investigation Report (1) 320,642 KB Filename Downloadable Last Modification Description File Size Date TF-06-C2 Volume 5 - Soil Investigation Yes 15/10/2026 320,642 Report2.pdf KB Envelopes Qualification Envelope Yes Technical Envelope Yes Commercial Envelope Yes Qualification Envelope General Attachments Not Allowed Contact Details Question Description Question Type Contact Person Name Please Enter Contact Person Name Text Contact Number Please Enter a Direct / Mobile Contact Number Text Code of Conduct Question Description Code of ﺇﺟﺮﺍﺀﺍﺕ ﺃﻱ ﺃﻭ ﻭﺍﻟﻤﻘﺘﺮﺣﺎﺕ ﺍﻟﻌﺮﻭﺽ ﻭﺗﻘﺪﻳﻢ ﺇﻋﺪﺍﺩ ﻋﻤﻠﻴﺔ ﺃﺛﻨﺎﺀ ﺍﻟﺴﻠﻮﻙ ﻣﺒﺎﺩﺉ ﺑﻤﺪﻭﻧﺔ ﺍﻻﻟﺘﺰﺍﻡ ﺍﻟﻤﻮﺭﺩﻳﻦ ﺟﻤﻴﻊ ﻋﻠﻰ Conduct ﺍﻟﻌﺎﻣﺔ ﺍﻟﺸﺮﻭﻁ ﻣﻦ ﺟﺰﺀ ﻭﺗﻌﺘﺒﺮ ﺍﻟﺒﻠﺪﻳﺔ ﻣﻊ ﻋﻼﻗﺔ ﺫﺍﺕ All suppliers must adhere to the Code of Conduct during the process of preparing and submitting offers and proposals or any procedures related to the municipality and are considered part of the general conditions. NDA Page 4 Question Description CONFIDENTIAL (NDA) ﺍﻹﻓﺸﺎﺀ ﻋﺪﻡ ﻧﻤﻮﺫﺝ ﺑﺘﻮﻗﻴﻊ ﺍﻻﻟﺘﺰﺍﻡ ﺍﻟﻤﻮﺭﺩﻳﻦ ﺟﻤﻴﻊ ﻋﻠﻰ DISCLOSURE ﺍﻟﺸﺮﻭﻁ ﻣﻦ ﺟﺰﺀ ﻭﺗﻌﺘﺒﺮ ﺍﻟﻤﻘﺪﻡ ﺍﻟﻌﺮﺽ ﻣﻊ ﻭﺃﺭﻓﺎﻗﻪ ﺍﻟﺒﻠﺪﻳﺔ ﻣﻊ ﺍﻟﻌﺮﻭﺽ ﻭﺗﻘﺪﻳﻢ ﺇﻋﺪﺍﺩ ﻋﻤﻠﻴﺔ ﺃﺛﻨﺎﺀ AGREEMENT ﺍﻟﻌﺎﻣﺔ All suppliers are obligated to sign a non-disclosure Agreement (NDA) during the process of preparing and submitting offers with Dubai Municipality and attached with the submitted offer form part of the general conditions Tender Bond Question Description Tender Bond Form 2020ﺍﻟﻀﻤﺎﻥﺍﻻﺑﺘﺪﺍﺋﻲ Performance Bank Guarantee Question Description Performance Bank Guarantee Form 2020ﺍﻟﻀﻤﺎﻥﺍﻟﻨﻬﺎﺋﻲ Trade License Question Description Question Type Trade License Classification Please specify your Trade License type if its Local Option List Trade License Classification If No please specify Text Sustainability Question Description Sustainable Policyﺳﻴﺎﺳﺔﺍﻟﻤﺴﺘﺪﺍﻡ ﺍﻟﺸﺮﺍﺀ Criteria to evaluate DM suppliers’ commitment to apply ﺑﺘﻄﺒﻴﻖ ﺩﺑﻲ ﺑﻠﺪﻳﺔ ﻣﻮﺭﺩﻱ ﺍﻟﺘﺰﺍﻡ ﺗﻘﻴﻴﻢ ﻣﻌﺎﻳﻴﺮ sustainability ﺍﻻﺳﺘﺪﺍﻣﺔ ﺩﺑﻲ2020ﻜﻮﻣﺔﺣ ﻓﻲ ﺍﻟﻤﺨﺎﺯﻥ ﻭﺇﺩﺍﺭﺓ ﻘﻮﺩﺍﻟﻌ ﺑﺸﺄﻥ ﻟﺴﻨﺔ12( ) ﺭﻗﻢ ﻗﺎﻧﻮﻥ Question Description ( 12 ) ﺭﻗﻢ ﻗﺎﻧﻮﻥ ﺩﺑﻲ ﺣﻜﻮﻣﺔ ﻓﻲ ﺍﻟﺘﻌﺎﻗﺪ ﺇﺟﺮﺍﺀﺍﺕ ﻓﻲ ﻋﻠﻴﻪ ﺍﻟﻤﺴﺘﻨﺪ ﺍﻟﻘﺎﻧﻮﻥ ﻋﻠﻰ ﺍﻻﻃﻼﻉ ﻳﺮﺟﻰ 2020 ﻟﺴﻨﺔ LAW ( 12 ) for the Please find the attached Contracts and Warehouse Management in the Government of Dubai LAW year 2020 12 for the year 2020 that Dubai government uses as a reference in their contractual procedure Page 5 Information Security Question Description Information Security Articleﻭﺛﻴﻘﺔﺍﻟﻤﻌﻠﻮﻣﺎﺕ ﺃﻣﻦ ﺍﺷﺘﺮﺍﻃﺎﺕ ﺍﻟﺘﻈﻠﻢ ﺇﺟﺮﺍﺀﺍﺕ Question Description ﺍﻟﺼﺎﺩﺭﺓ ﺍﻟﻘﺮﺍﺭﺍﺕ ﻣﻦ ﺍﻟﺘﻈﻠﻢ ﺇﺟﺮﺍﺀﺍﺕ ﺍﻟﻤﺘﺨﺬﺓ ﺍﻟﺘﻌﺎﻗﺪﻳﺔ ﻭﺍﻟﺠﺰﺍﺀﺍﺕ ﺍﻹﺟﺮﺍﺀﺍﺕ ﻋﻦ ﺗﻈﻠﻢ ﺗﻘﺪﻳﻢ ﺭﻏﺒﺘﻜﻢ ﺣﺎﻝ ﻓﻲ ﺍﻟﻤﻮﺭﺩ ﻋﺰﻳﺰﻱ ﺍﻟﻤﺨﺎﺯﻥ ﻭﺇﺩﺍﺭﺓ ﺍﻟﻌﻘﻮﺩ ﻟﻘﺎﻧﻮﻥﺍﺳﺘﻨﺎﺩﺍ ﺧﻼﻝ ﻭﺫﻟﻚ ﺍﻟﻤﺨﺘﺼﺔ ﻟﻠﺠﻨﺔ ﺍﻟﺪﺍﻋﻤﺔ ﺍﻟﻤﺴﺘﻨﺪﺍﺕ ﻣﻊ ﺗﻈﻠﻢ ﺧﻄﺎﺏ ﺗﻘﺪﻳﻢ ﻳﻤﻜﻨﻜﻢ ، ﺑﺤﻘﻜﻢ ﺩﺑﻲ ﺣﻜﻮﻣﺔ ﻓﻲ ﺑﺤﻘﻜﻢ30ﺍﻟﻤﺘﺨﺬﺓ ﺑﺎﻹﺟﺮﺍﺀﺍﺕ ﻋﻠﻤﻜﻢ ﺗﺎﺭﻳﺦ ﻣﻦ ﻳﻮﻡ ﺍﻻﻟﻜﺘﺮﻭﻧﻲcgc@dm.gov.aeﺍﻟﺒﺮﻳﺪ ﺧﻼﻝ ﻣﻦ Civil Engineering Construction Question Description ﺇﻧﺸﺎﺀﺍﺕ-ﺃﺷﻐﺎﻝ ﻟﻌﻘﺪ ﺩﺑﻲ ﺑﻠﺪﻳﺔ ﺷﺮﻭﻁ ﺍﻟﻌﺎﻣﺔ ﺍﻟﺸﺮﻭﻁ ﺩﺑﻲ ﺑﻠﺪﻳﺔ ﺷﺮﻭﻁ ﻭﻫﻲ ﻟﻠﻌﻘﺪ ﺍﻟﻌﺎﻣﺔ ﺍﻟﺸﺮﻭﻁ ﻋﻠﻰ ﺍﻻﻃﻼﻉ ﻳﺮﺟﻰ ﺍﻟﻤﺪﻧﻴﺔGeneralﺍﻟﻬﻨﺪﺳﺔ Conditions - Dubai Municipality ﺍﻟﺸﺮﻭﻁ- ﺍﻷﻭﻝ ﺍﻟﺠﺰﺀ ،ﺍﻟﻤﺪﻧﻴﺔ ﺍﻟﻬﻨﺪﺳﺔ ﺇﻧﺸﺎﺀﺍﺕ ﺃﺷﻐﺎﻝ ﻟﻌﻘﺪ Conditions of Contract for Works of Civil Engineering 1999 ﻣﺎﻳﻮ20 ، ﺍﻟﻌﺎﻣﺔ Construction Please find attached the General Conditions of Dubai Municipality Conditions of Contract for Works of Civil Engineering Construction, Part I – General Conditions of May 20, 1999 Technical Envelope General Attachments Allowed Technical Proposal Question Description Question Type ﺍﻟﻤﻘﺎﻭﻝ ﺃﻫﻠﻴﺔ ﺍﻟﻤﺸﺮﻭﻉAttachmentﺑﻨﻮﻉ ﺍﻟﻤﺮﺗﺒﻄﺔ ﺍﻷﻧﺸﻄﺔ ﺗﺘﻀﻤﻦ ﺍﻟﺘﺠﺎﺭﻳﺔ ﺍﻟﺮﺧﺼﺔ ﺍﻟﻤﻘﺎﻭﻝ ﺃﻫﻠﻴﺔ ﺃﺷﻬﺮ6 ﺁﺧﺮAttachmentﺧﻼﻝ ﺍﻟﻌﻤﻞ ﻭﺯﺍﺭﺓ ﻣﻦ ﻣﺼﺪﻕ ﺍﻟﺸﺮﻛﺔ ﻣﻮﻇﻔﻲ ﺭﻭﺍﺗﺐ ﺗﻘﺮﻳﺮ ﺗﻘﺪﻳﻢ ﺍﻟﻤﻘﺎﻭﻝ ﺃﻫﻠﻴﺔ ﻣﻬﻨﺪﺱ ،ﺍﻟﻤﻮﻗﻊ ﻣﻬﻨﺪﺱ ،ﺍﻟﺘﻨﻔﻴﺬ ﻣﺪﻳﺮ ،ﺍﻟﻤﺸﺮﻭﻉ )ﻣﺪﻳﺮ ﻟﻠﻤﺸﺮﻭﻉ ﺍﻟﻤﻘﺘﺮﺡ ﺍﻟﻔﻨﻲ ﺍﻟﺠﻬﺎﺯ Attachment ﺍﻟﺦ ...... ،ﺍﻟﻤﺮﺍﻗﺒﻴﻦ ،ﺍﻟﻤﺴﺎﺡ ،ﺍﻟﻜﻤﻴﺎﺕ ﻣﺴﺎﺡ ،ﺍﻟﻤﻴﻜﺎﻧﻴﻚ ﻣﻬﻨﺪﺱ ،)ﺍﻟﻜﻬﺮﺑﺎﺀ ﺍﻟﻤﺸﺮﻭﻉ ﺃﻭﺣﺠﻢ ﻃﺒﻴﻌﺔ ﺣﺴﺐ ﺍﻟﺪﺭﺟﺎﺕ ﻭﺗﻮﺯﻳﻊ ﺍﻟﻤﻄﻠﻮﺏ ﺍﻟﻜﺎﺩﺭ ﺍﻟﻔﻨﻴﺔ ﺍﻹﺩﺍﺭﺓ ﺗﺤﺪﺩ : ﻣﻼﺣﻈﺔ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ،ﻣﺸﺎﺭﻳﻊ10)ﺳﺤﺐ ﺳﻨﻮﺍﺕ ﺁﺧﺮ ﻓﻲ ﺍﻟﺒﻠﺪﻳﺔ ﻟﺪﻯ ﺍﻷﺩﺍﺀ ﺣﺴﻦ ﻓﻲ ﺍﻟﺘﻌﺎﻗﺪﻱ ﺍﻟﺸﺮﻛﺔ ﺳﺠﻞ Attachment ﺍﻟﻘﻀﺎﺀ ﺃﻣﺎﻡ ﺍﻭ ﺗﺤﻜﻴﻢ ﻭﻗﻀﺎﻳﺎ ﻣﻨﺎﺯﻋﺎﺕ )ﻭﺟﻮﺩ ﺩﺭﺟﺔ2 ﺟﺪﻳﺪ ﻣﻮﺭﺩ ﺃﻭ ﺍﻟﺘﺤﻜﻴﻢ( ﺃﻭ ﺍﻟﻘﻀﺎﺀ ﺃﻣﺎﻡ ﻭﻗﻀﺎﻳﺎ ﻣﻨﺎﺯﻋﺎﺕ ﻭﺟﻮﺩ ﺃﻭ ،ﻣﺸﺎﺭﻳﻊ )ﺳﺤﺐ ﻋﺪﻡ ﺩﺭﺟﺔ0 (ﺇﺫﺍﺍﻟﻘﻀﺎﺀ ﺃﻣﺎﻡ ﺍﻭ ﺗﺤﻜﻴﻢ ﻭﻗﻀﺎﻳﺎ ﻣﻨﺎﺯﻋﺎﺕ ﻭﺟﻮﺩ ،ﻣﺸﺎﺭﻳﻊ )ﺳﺤﺐ ﺟﺮﻯ Page 6 ﺩﺭﺟﺔ0 (ﺇﺫﺍﺍﻟﻘﻀﺎﺀ ﺃﻣﺎﻡ ﺍﻭ ﺗﺤﻜﻴﻢ ﻭﻗﻀﺎﻳﺎ ﻣﻨﺎﺯﻋﺎﺕ ﻭﺟﻮﺩ ،ﻣﺸﺎﺭﻳﻊ )ﺳﺤﺐ ﺟﺮﻯ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ﺍﻟﺪﺍﻋﻤﺔ ﺍﻟﻮﺛﺎﺋﻖ ﻭﺍﺩﺭﺍﺝ ﺍﻟﺘﻘﺪﻳﻢ ﺑﻤﺘﻄﻠﺒﺎﺕ ﺍﻟﻤﻘﺎﻭﻝ ﺍﻟﺘﺰﺍﻡ ﻣﺪﻯ ﻋﻦ ﺍﻟﻌﺎﻡ ﺍﻻﻧﻄﺒﺎﻉ Attachment ﺩﺭﺟﺎﺕ5 ﻣﻤﺘﺎﺯ ﺩﺭﺟﺎﺕ3 ﺟﺪﺍ ﺟﻴﺪ ﺩﺭﺟﺔ1 ﺟﻴﺪ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ﻣﻮﺍﺻﻔﺔ ﻣﺘﻄﻠﺒﺎﺕ ﻭﻓﻖ ﻏﻴﺮﻫﺎ( – ﺑﻴﺌﺔ – ﻭﺳﻼﻣﺔ ﺻﺤﺔ – )ﺟﻮﺩﺓ ﺇﺩﺍﺭﻳﺔ ﻟﻤﻨﻈﻮﻣﺔ ﺍﻟﻤﻮﺭﺩ ﺗﻄﺒﻴﻖ Attachment ﺃﻭ ﺍﻷﻭﺭﻭﺑﻴﺔ ﺍﻟﻤﻮﺍﺻﻔﺎﺕ ﺃﻭ ﺍﻷﻳﺰﻭ ﻣﻮﺍﺻﻔﺎﺕ )ﻣﺜﻞ ﻣﻌﻬﺎ ﻣﻄﺎﺑﻘﺔ ﺷﻬﺎﺩﺓ ﻋﻠﻰ ﻭﺣﺼﻮﻟﻪ ﺩﻭﻟﻴﺔ )ﺍﻟﺒﺮﻳﻄﺎﻧﻴﺔ ﺩﺭﺟﺎﺕ3 ﻣﺠﺪﺩﺓ ﺩﻭﻟﻴﺔ ﻣﻮﺍﺻﻔﺔ ﻣﻊ ﻣﻄﺎﺑﻘﺔ ﺷﻬﺎﺩﺓ ﻭﺟﻮﺩ ﺩﺭﺟﺘﺎﻥ2 ﻣﺠﺪﺩﺓ ﻏﻴﺮ ﺩﻭﻟﻴﺔ ﻣﻮﺍﺻﻔﺔ ﻣﻊ ﻣﻄﺎﺑﻘﺔ ﺷﻬﺎﺩﺓ ﻭﺟﻮﺩ ﺻﻔﺮ ﺩﻭﻟﻴﺔ ﻣﻮﺍﺻﻔﺔ ﻣﻊ ﻣﻄﺎﺑﻘﺔ ﺷﻬﺎﺩﺓ ﻭﺟﻮﺩ ﻋﺪﻡ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ﺍﻟﺒﺎﻃﻦAttachmentﻣﻦ ﺍﻟﻤﻘﺎﻭﻟﺔ ﻃﺮﻳﻖ ﻋﻦ ﺩﺑﻲ ﺇﻣﺎﺭﺓ ﻣﻦ ﻣﺤﻠﻴﻴﻦ ﻣﺼﻨﻌﻴﻦ ﻣﻊ ﺍﻟﺘﻌﺎﻣﻞ ﺍﺛﺒﺎﺕ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ﻭﺍﻟﻤﺘﻮﺳﻄﺔSME)ﺍﻟﺼﻐﻴﺮﺓ ﺍﻟﻤﺸﺎﺭﻳﻊ ﻟﺘﻨﻤﻴﺔ ﺭﺍﺷﺪ ﺑﻦ ﻣﺤﻤﺪ ﻣﺆﺳﺴﺔ ﺃﻋﻀﺎﺀ ﺍﻟﺸﺮﻛﺎﺕ ( Attachment ﻭﺍﻟﻤﺘﻮﺳﻄﺔSME)ﻋﻦﺍﻟﺼﻐﻴﺮﺓ ﺍﻟﻤﺸﺎﺭﻳﻊ ﻟﺘﻨﻤﻴﺔ ﺭﺍﺷﺪ ﺑﻦ ﻣﺤﻤﺪ ﻣﺆﺳﺴﺔ ﻷﻋﻀﺎﺀ ﺍﻟﺪﻋﻢ ﺇﺛﺒﺎﺕ ﺃﻭ ( ﺍﻟﺒﺎﻃﻦ ﻣﻦ ﺍﻟﻤﻘﺎﻭﻟﺔ ﻃﺮﻳﻖ ﺍﻟﻤﻘﺎﻭﻝ ﺃﺩﺍﺀ ﻭﺍﻟﻤﺸﺘﺮﻳﺎﺕ ﺍﻟﻌﻘﻮﺩ ﺇﺩﺍﺭﺓ ﻟﺪﻯ ﺍﻟﻤﻘﺎﻭﻝ ﺗﻘﻴﻴﻢ ﻣﺘﻮﺳﻂ Attachment 5 ﺍﻟﺘﻘﻴﻴﻢAﺍﺫﺍ ﺩﺭﺟﺎﺕ 3 ﺍﻟﺘﻘﻴﻴﻢBﺍﺫﺍ ﺩﺭﺟﺎﺕ 2 ﺍﻟﺘﻘﻴﻴﻢCﺍﺫﺍ ﺩﺭﺟﺎﺕ 0 ﺍﻟﺘﻘﻴﻴﻢDﺍﺫﺍ ﺩﺭﺟﺎﺕ 1 ﺳﺎﺑﻘﺔ ﻣﺸﺎﺭﻳﻊ ﺗﻮﺟﺪ ﻻ ﺍﺫﺍ ﺩﺭﺟﺔ ﺍﻟﻤﺎﻟﻲ ﺍﻟﻮﺿﻊ ﻣﻜﺘﺐ ﻣﻦ ﻣﻌﺘﻤﺪ ﺣﺴﺎﺑﺎﺕ ﺗﻘﺮﻳﺮ ﺗﻘﺪﻳﻢ ﺧﻼﻝ ﻣﻦ ﺍﻷﺩﺍﺀ ﺣﺴﻦ ﻓﻲ ﺍﻟﻤﺎﻟﻲ ﺍﻟﺸﺮﻛﺔ ﺳﺠﻞ Attachment ﻟﻠﻤﻘﺎﻭﻝ ﺩﺭﺟﺔ5ﺳﻨﺔ )ﻟﻜﻞ ﺳﻨﻮﺍﺕ ﺁﺧﺮ ﻓﻲ ﻣﻌﺘﻤﺪ )ﺣﺴﺎﺑﺎﺕ ﺍﻟﻤﺎﻟﻲ ﺍﻟﻮﺿﻊ ﺍﻻﺋﺘﻤﺎﻧﻲ ﻟﻠﺘﻘﻴﻴﻢ ﺍﻻﺗﺤﺎﺩ ﺷﺮﻛﺔ ﺗﻘﻴﻴﻢ Attachment ﻟﻠﻤﻘﺎﻭﻝ 4 900-746 ﺩﺭﺟﺎﺕ 3 745-711 ﺩﺭﺟﺎﺕ 2 710-651 ﺩﺭﺟﺎﺕ 1 650 - 541 ﺩﺭﺟﺔ ﺍﻟﻤﺎﻟﻲ ﺍﻟﻮﺿﻊ ﺑﺎﻟﺪﺭﻫﻢ5ﺳﻨﻮﺍﺕ ﺁﺧﺮ ﺧﻼﻝ ﺍﻟﺴﻨﻮﻱ ﺍﻟﻤﺸﺎﺭﻳﻊ ﺣﺠﻢ ﻣﺘﻮﺳﻂ Attachment ﻟﻠﻤﻘﺎﻭﻝ ﺍﻟﺘﻘﻴﻴﻢ ﻗﻴﺪ ﺍﻟﻤﺸﺮﻭﻉ ﻣﻮﺍﺯﻧﺔ ﻋﻠﻰ ﻳﻌﺘﻤﺪ ﻣﻼﺣﻈﺔ: ﺩﺭﺟﺎﺕ5 ﻣﻠﻴﻮﻥ300 ≤ﺍﻟﻤﺘﻮﺳﻂ 200ﺩﺭﺟﺎﺕ3 ﻣﻠﻴﻮﻥ300 > ﺍﻟﻤﺘﻮﺳﻂ ≥ ﻣﻠﻴﻮﻥ 100ﺩﺭﺟﺘﺎﻥ2 ﻣﻠﻴﻮﻥ200 > ﺍﻟﻤﺘﻮﺳﻂ ≥ ﻣﻠﻴﻮﻥ ﺩﺭﺟﺔ1 ﻣﻠﻴﻮﻥ100 > ﺍﻟﻤﺘﻮﺳﻂ ﺍﻟﻤﻘﺎﻭﻝ ﺧﺒﺮﺍﺕ ﺍﻟﺘﻨﻔﻴﺬAttachmentﻗﻴﺪ ﺃﻭ ﺍﻟﻤﻨﻔﺬﺓ ﺍﻟﻤﺸﺎﺭﻳﻊ ،ﺍﻟﺸﺮﻛﺔ ﺗﺄﺳﻴﺲ )ﺳﻨﺔ ﺍﻟﻌﺎﻣﺔ )ﺍﻟﺨﺒﺮﺍﺕ ﺍﻟﻤﻘﺎﻭﻝ5ﺧﺒﺮﺍﺕ ﺁﺧﺮ ﻓﻲ ﻟﻠﻤﺸﺮﻭﻉ ﺍﻟﻔﻨﻴﺔ ﺍﻟﻄﺒﻴﻌﺔ ﺣﻴﺚ ﻣﻦ ﻣﺸﺎﺑﻬﻴﻦ ﻣﺸﺮﻭﻋﻴﻦ )ﺗﻨﻔﻴﺬ ﺍﻟﻤﺘﺨﺼﺼﺔ ﺍﻟﺨﺒﺮﺍﺕ Attachment ﺟﻴﺪ ﺑﺄﺩﺍﺀ ﺳﻨﻮﺍﺕ( ﺩﺭﺟﺎﺕ10 ﻣﺸﺮﻭﻋﻴﻦ ﺩﺭﺟﺎﺕ5 ﻣﺸﺮﻭﻉ ﺍﻟﻤﻘﺎﻭﻝ ﺧﺒﺮﺍﺕ ﻣﺘﺸﺎﺑﻬﻴﻦ ﻟﻤﺸﺮﻭﻋﻴﻦ ﻭﺍﻟﺴﻼﻣﺔ ﺍﻷﻣﻦ )ﺇﺩﺍﺭﺓ ﻭﺍﻟﺴﻼﻣﺔ ﺍﻷﻣﻦ ﺇﺩﺍﺭﺓ ﻓﻲ )ﺍﻟﺨﺒﺮﺍﺕ Attachment ﺍﻟﻤﻬﻨﻴﺔ ﻭﺍﻟﺴﻼﻣﺔ ﻭﺍﻟﺼﺤﺔ ﻭﺍﻟﺒﻴﺌﺔ ﺍﻻﺳﺘﺪﺍﻣﺔ ﻣﺘﻄﻠﺒﺎﺕ ﺗﺤﻘﻴﻖ ﺩﺭﺟﺎﺕ5 ﻣﺸﺮﻭﻋﻴﻦ ﺩﺭﺟﺎﺕ2.5 ﻣﺸﺮﻭﻉ ﺍﻟﻌﻤﻞ ﻣﻨﻬﺠﻴﺔ ﺍﻟﺰﻣﻨﻲAttachmentﺍﻟﺒﺮﻧﺎﻣﺞ ﺍﻟﻌﻤﻞ ﻣﻨﻬﺠﻴﺔ ﺍﻟﺸﻬﺮﻱAttachmentﺍﻟﻤﺎﻟﻲ ﺍﻟﺘﺪﻓﻖ ﺍﻟﻌﻤﻞ ﻣﻨﻬﺠﻴﺔ ﺍﻟﻌﻤﺎﻟﺔAttachmentﺇﺩﺍﺭﺓ ﺧﻄﺔ ﺍﻟﻌﻤﻞ ﻣﻨﻬﺠﻴﺔ ﻭﺍﻟﺘﻮﺭﻳﺪﺍﺕAttachmentﺍﻟﻤﻮﺍﺩ ﺇﺩﺍﺭﺓ ﺧﻄﺔ ﺍﻟﻤﻌﺪﺍﺕ ﺧﻼﻃﺔ ،ﺣﻔﺎﺭ ،ﺑﺮﺟﻴﺔ ﺭﺍﻓﻌﺔ ﻣﺜﻞ ﺍﺳﺘﺌﺠﺎﺭ(: ﺃﻭ )ﻣﻠﻚ ﺍﻟﻤﺸﺮﻭﻉ ﻟﺘﻨﻔﻴﺬ ﺍﻟﻼﺯﻣﺔ ﺍﻟﻤﻌﺪﺍﺕ ﻗﺎﺋﻤﺔ ﺗﻘﺪﻳﻢ Attachment ﻧﻘﻞ..ﺍﻟﺦ ﺷﺎﺣﻨﺔ ،ﻣﺪﺣﻠﺔ ،ﺷﻮﻳﻞ ،ﺧﺮﺳﺎﻧﺔ Commercial Envelope General Attachments Page 7 General Attachments Allowed VAT Registration Details Question Description Question Type DM - Registration Number Kindly insert your DM Registration Number Text DM - VAT Registration Kindly insert your company VAT Registration Number Text Number DM - VAT Certificate Kindly upload a copy of your company VAT registration certificate Attachment DM - VAT Exempt Evidence If your company is exempted from VAT, kindly provide any evidence Attachment document Tender Bond Question Description Question Type Tender Bond Please attach a copy of the Tender Bond here. Attachment Copy Tender Bond Please insert the Tender Bond Expiry date here. Date Expiry Question Description Tender Bond ﺍﻟﻤﻨﺎﻗﺺ321ﻭﻋﻠﻰ ﺭﻗﻢ ﻣﻜﺘﺐ ﺍﻟﺜﺎﻟﺚ ﺍﻟﻄﺎﺑﻖ – ﺩﺑﻲ ﻟﺒﻠﺪﻳﺔ ﺍﻟﺮﺋﻴﺴﻲ ﺍﻟﻤﺒﻨﻰ ﻓﻲ ﻓﻘﻂ ﺍﻟﺸﻴﻚ ﺃﺻﻞ ﻳﺴﻠﻢ Hard Copy ﺍﻷﻗﻞ ﻋﻠﻰ ﻭﺍﺣﺪ ﻳﻮﻡ ﻗﺒﻞ ﺩﺑﻲ ﻟﺤﻜﻮﻣﺔ ﺍﻻﻟﻜﺘﺮﻭﻧﻲ ﺍﻟﺘﻮﺭﻳﺪ ﺎﻡ ـــﻧﻈ ﺧﻼﻝ ﻣﻦ ﺍﻟﺸﻴﻚ ﺃﻭ ﺍﻟﻀﻤﺎﻥ ﻣﻦ ﻧﺴﺨﺔ ﺗﺤﻤﻴﻞ ﺍﻟﻤﻨﺎﻗﺼﺔ ﻹﻏﻼﻕ ﺍﻟﻤﺤﺪﺩ ﺍﻟﻤﻮﻋﺪ ﻣﻦ Only the original Cheque shall be delivered to Finance department (3rd Floor, Office No.321) located at Dubai Municipality headquarters. In addition to that, bidders are required to upload the copy of Tender Bond/Cheque into eSupply System at least one day before closing date. Tender Bond ﺍﻟﻌﻄﺎﺀ ﺩﻋﻮﺓ ﻓﻲ ﻣﺤﺪﺩ ﻫﻮ ﻛﻤﺎ ﻣﻘﻄﻮﻉ ﻣﺒﻠﻎ ﺍﻟﻤﻨﺎﻗﺼﺔ: ﺿﻤﺎﻥ ﻗﻴﻤﺔ amount Tender bond amount: lump sum amount as mentioned in invitation letter Preambles Question Description Question Type Preamble Please confirm herein that you have read, understood and comply by the attached Yes/No Value "Preamble" GENERAL ITEMS - Page d/1/1 Code Description Note Part - A - GENERAL ITEMS Page 8 Note Part - A - GENERAL ITEMS Note Contractual Requirements A Performance Security Note: Bidder is not required to price this item; the amount will be calculated automatically according to the equations in the Grand Summary and will be included in the Bidder’s total price. All conditions and requirements mentioned in the Preamble shall apply. Performance security amount = 0.3% x (number of quarters of construction period including DLP) x (bidder price) x 10% (performance security amount) Refer Preamble Clause b/6/E B Insurance of the Works Note: Bidder is not required to price this item; the amount will be calculated automatically according to the equations in the Grand Summary and will be included in the Bidder’s total price. All conditions and requirements mentioned in the Preamble shall apply. The insurance of work amouint = 0.15% of the bidder price. Refer Preamble Clause b/7/A Code Description Remarks Unit of Measurement Quantity C Third Party Liability Insurance A130 Sum 1 D Workmen's Compensation Insurance A130 Sum 1 Code Description Note Specified Requirements Note Accommodation for the Engineer's Staff Code Description Remarks Unit of Measurement Quantity E Establishment of offices for the Engineer's Staff A211 Sum 1 F Maintenance of offices for the Engineer's Staff A211 Day 730 G Removal of offices for the Engineer's staff A211 Sum 0 Code Description Note Services for the Engineer's Staff Code Description Remarks Unit of Measurement Quantity H Four-wheel drive AC pickup vehicle with driver & fuel for A221.2 Day 730 Laboratory Testing J Telephone, telefax and internet facilities A222 Day 730 K Set of progress photographs A229 Month 24 Code Description Note Equipment for use by the Engineer's staff Code Description Remarks Unit of Measurement Quantity L Establishment of office equipment A231 Sum 1 M Maintenance of office equipment A231 Day 730 N Removal of office equipment A231 Sum 1 P Establishment of surveying equipment (prior specific A233 Sum 1 approval from Engineer to be obtained) Q Maintenance of surveying equipment A233 Day 730 R Removal of surveying equipment A233 Sum 1 Code Description Page 9 Code Description Note Attendance upon the Engineer's staff Code Description Remarks Unit of Measurement Quantity S Chainmen A262 Day 1,460 T Office Assistant A269 Day 730 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/2 Code Description Note Part - A - GENERAL ITEMS [CONT'D] Note Specified Requirements (cont'd) Note Testing Note Testing of Materials Note Arrange and carry out all specified tests and trails to materials including all necessary provision of samples for the following items all in accordance with Specification Code Description Remarks Unit of Quantity Measurement A All testing related to Part 4 - Stormwater Drainage Gravity Network A250 Sum 1 Code Description Note Testing of Works Note All tests and trials to completed sections of the Works for the following items all in accordance with the Specification Code Description Remarks Unit of Quantity Measurement B All testing related to Part 4 - Stormwater Drainage Gravity Network A260 Sum 1 Code Description Note Temporary Works Code Description Remarks Unit of Quantity Measurement C Traffic diversions A271 Sum 1 D Traffic Management, safety & Control A272 Sum 1 E Protection and upkeep of site, adjacent areas and properties A279 Sum 1 F Tidying and cleaning the site A279 Sum 1 G Cover and barricade open excavations and other hazards including A279 Sum 1 provision & maintenance of warning lamps and signs Page 10 provision & maintenance of warning lamps and signs H Protection of all existing services including crossings and A279 Sum 1 coordination with the relevant authorities Code Description Note Project Sign Board Code Description Remarks Unit of Quantity Measurement J Erection of Project Sign Board, as detailed A279 nr 2 K Maintenance A279 Day 730 L Removal A279 nr 2 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/3 Code Description Note Part - A - GENERAL ITEMS [CONT'D] Note Method Related Charges A Accommodation and buildings for the Contractor Code Description Remarks Unit of Measurement Quantity A-1 Establishment (fixed) A31* Sum 1 A-2 Maintenance (time-related) A31* Day 730 A-3 Removal (fixed) A31* Sum 1 Code Description B Services Code Description Remarks Unit of Measurement Quantity B-1 Establishment (fixed) A32* Sum 1 B-2 Maintenance (time-related) A32* Day 730 B-3 Removal (fixed) A32* Sum 1 Code Description C Plant Code Description Remarks Unit of Measurement Quantity C-1 Establishment (fixed) A33* Sum 1 C-2 Maintenance (time-related) A33* Day 730 C-3 Removal (fixed) A33* Sum 1 Code Description Page 11 Code Description D Plant Code Description Remarks Unit of Measurement Quantity D-1 Establishment (fixed) A34* Sum 1 D-2 Maintenance (time-related) A34* Day 730 D-3 Removal (fixed) A34* Sum 1 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/4 Code Description Note Part - A - GENERAL ITEMS [CONT'D] Note Method Related Charges (cont'd) A Temporary Works Code Description Remarks Unit of Quantity Measurement A-1 Establishment (fixed) A35* Sum 1 A-2 Maintenance (time-related) A35* Day 730 A-3 Removal (fixed) A35* Sum 1 Code Description B Temporary Works Code Description Remarks Unit of Quantity Measurement B-1 Establishment (fixed) A36* Sum 1 B-2 Maintenance (time-related) A36* Day 730 B-3 Removal (fixed) A36* Sum 1 Code Description C Management, Supervision & Labour Code Description Remarks Unit of Quantity Measurement C-1 Establishment (fixed) A37* Sum 1 C-2 Maintenance (time-related) A37* Day 730 C-3 Removal (fixed) A37* Sum 1 Code Description Note Miscellaneous General Items Page 12 Note Miscellaneous General Items Code Description Remarks Unit of Quantity Measurement D Compliance with the Conditions of Contract and Specification A990 Sum 1 E Compliance with the requirements of RTA and other service authorities A990 Sum 1 including but not limited to the Impact assessment study of existing structure, impact study monitoring plan & soil structure interaction plan on the structures, sensitivity study, Instrumentation & monitoring associated works, data management, vibration monitoring of the structures, risk assessment, inspections & monitoring teams, Implementation of mitigation action Code Description Note [if required & based on soil structure interaction risk assessment] by determining & undertaking cavity stabilization by grouting, daily records of monitoring & reports, submissions of all drawings & reports, obtaining NOC(s) for performing associated works, pre and post condition survey, safety consultants Note [if requested by authorities] and fulfilling any other special requirements of the authorities etc. These works shall be carried out through authority approved third parties [consultants & specialized contractors] Note Note: The Contractor shall submit [within 28 days from Commencement date] a detailed breakdown of this lumpsum item by quantifying each component of this items, with unit quantity & rate for each section and shall substantiate the breakdown with relevant documents Code Description Remarks Unit of Quantity Measurement F Allow for all cost associated cost for liaising, coordinating with all A990 Sum 1 interfacing parties and third parties, obtain all necessary NOC's, permits and approvals from all concerned authorities and shall comply with conditions of such permits Including all fees, temporary land leases, costs, bonds and expenses etc. TCO NoSection total included in total? GENERAL ITEMS - Page d/1/5 Code Description Note Part - B - MICROTUNNELLING WORKS (PITS) Note Specified Temporary Works Note Access launch pits/thrust pits or shafts for micro-tunnelling including Excavation, additional dewatering, shoring, protection of existing services, temporary diversion of existing services (if required), removal of temporary works to a minimum of 2.0m below ground level on completion, backfilling and reinstatement to original surface conditions. Note 200 mm - 600 mm dia Pipe Code Description Remarks Unit of Measurement Quantity A Depth to invert 5.5m to 6m A279 nr 1 Code Description Note 600 mm - 1200 mm dia Pipe Code Description Remarks Unit of Measurement Quantity Page 13 Code Description Remarks Unit of Measurement Quantity B Depth to invert 2m to 2.5m A279 nr 1 C Depth to invert 5.5m to 6m A279 nr 1 D Depth to invert 7.5m to 8m A279 nr 1 E Depth to invert 9.5m to 10m A279 nr 1 F Depth to invert 10m to 10.5m A279 nr 1 G Depth to invert 10.5m to 11m A279 nr 1 H Depth to invert 11m to 11.5m A279 nr 1 J Depth to invert 11.5m to 12m A279 nr 1 K Depth to invert 12m to 12.5m A279 nr 1 L Depth to invert 13.5m to 14m A279 nr 1 M Depth to invert 14m to 14.5m A279 nr 1 N Depth to invert 14.5m to 15m A279 nr 1 P Depth to invert 15m to 15.5m A279 nr 1 Q Depth to invert 22m to 22.5m A279 nr 1 R Depth to invert 25.5m to 26m A279 nr 1 S Depth to invert 29.5m to 30m A279 nr 1 Code Description Note 1200 mm - 1800 mm dia Pipe Code Description Remarks Unit of Measurement Quantity T Depth to invert 9.5m to 10m A279 nr 1 U Depth to invert 10m to 10.5m A279 nr 1 V Depth to invert 13.5m to 14m A279 nr 1 W Depth to invert 14m to 14.5m A279 nr 1 X Depth to invert 14.5m to 15m A279 nr 1 Y Depth to invert 15m to 15.5m A279 nr 1 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/6 Code Description Note Part - B - MICROTUNNELLING WORKS (PITS) [CONT'D] Note Specified Temporary Works [Cont'd] Note Access launch pits/thrust pits or shafts for micro-tunnelling including Excavation, additional dewatering, shoring, protection of existing services, temporary diversion of existing services (if required), removal of temporary works to a minimum of 2.0m below ground level on completion, backfilling and reinstatement to original surface conditions. Page 14 original surface conditions. Note 3000 mm dia Pipe Code Description Remarks Unit of Measurement Quantity A Depth to invert 6m to 6.5m A279 nr 1 B Depth to invert 6.5m to 7m A279 nr 1 C Depth to invert 16m to 16.5m A279 nr 1 D Depth to invert 16.5m to 17m A279 nr 1 E Depth to invert 17m to 17.5m A279 nr 1 F Depth to invert 20.5m to 21m A279 nr 1 G Depth to invert 30m to 30.5m A279 nr 1 H Depth to invert 30.5m to 31m A279 nr 1 J Depth to invert 31m to 31.5m A279 nr 1 K Depth to invert 31.5m to 32m A279 nr 1 L Depth to invert 32m to 32.5m A279 nr 1 M Depth to invert 32.5m to 33m A279 nr 1 N Depth to invert 37.5m to 38m A279 nr 1 P Depth to invert 39m to 39.5m A279 nr 1 Code Description Note 4000 mm dia Pipe Code Description Remarks Unit of Measurement Quantity Q Depth to invert 16.5m to 17m A279 nr 1 R Depth to invert 18m to 18.5m A279 nr 1 S Depth to invert 19.5m to 20m A279 nr 1 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/7 Code Description Note Part - B - MICROTUNNELLING WORKS (PITS) [CONT'D] Note Specified Temporary Works [Cont'd] Note Reception pits or shafts for micro-tunnelling including Excavation, additional dewatering, shoring, protection of existing services, temporary diversion of existing services (if required), removal of temporary works to a minimum of 2.0m below ground level on completion, backfilling and reinstatement to original surface conditions. Note 200 mm - 600 mm dia Pipe Code Description Remarks Unit of Measurement Quantity Page 15 A Depth to invert 5.5m to 6m A279 nr 1 Code Description Note 600 mm - 1200 mm dia Pipe Code Description Remarks Unit of Measurement Quantity B Depth to invert 5.5m to 6m A279 nr 1 C Depth to invert 7m to 7.5m A279 nr 1 D Depth to invert 7.5m to 8m A279 nr 1 E Depth to invert 9m to 9.5m A279 nr 1 F Depth to invert 9.5m to 10m A279 nr 1 G Depth to invert 10m to 10.5m A279 nr 2 H Depth to invert 10.5m to 11m A279 nr 1 J Depth to invert 11m to 11.5m A279 nr 1 K Depth to invert 11.5m to 12m A279 nr 2 L Depth to invert 22m to 22.5m A279 nr 1 M Depth to invert 29.5m to 30m A279 nr 1 Code Description Note 1200 mm - 1800 mm dia Pipe Code Description Remarks Unit of Measurement Quantity N Depth to invert 9.5m to 10m A279 nr 1 P Depth to invert 12.5m to 13m A279 nr 1 TCO NoSection total included in total? GENERAL ITEMS - Page d/1/8 Code Description Note Part - B - MICROTUNNELLING WORKS (PITS) [CONT'D] Note Specified Temporary Works [Cont'd] Note Reception pits or shafts for micro-tunnelling including Excavation, additional dewatering, shoring, protection of existing services, temporary diversion of existing services (if required), removal of temporary works to a minimum of 2.0m below ground level on completion, backfilling and reinstatement to original surface conditions. Note 3000 mm dia Pipe Code Description Remarks Unit of Measurement Quantity A Depth to invert 5.5m to 6m A279 nr 1 B Depth to invert 6m to 6.5m A279 nr 1 Page 16 B Depth to invert 6m to 6.5m A279 nr 1 C Depth to invert 15m to 15.5m A279 nr 1 D Depth to invert 16m to 16.5m A279 nr 1 E Depth to invert 16.5m to 17m A279 nr 1 F Depth to invert 17m to 17.5m A279 nr 1 G Depth to invert 17.5m to 18m A279 nr 1 H Depth to invert 29.5m to 30m A279 nr 1 J Depth to invert 30m to 30.5m A279 nr 1 K Depth to invert 34m to 34.5m A279 nr 2 Code Description Note 4000 mm dia Pipe Code Description Remarks Unit of Measurement Quantity L Depth to invert 13m to 13.5m A279 nr 1 M Depth to invert 16.5m to 17m A279 nr 1 TCO NoSection total included in total? GROUND INVESTIGATION - Page d/2/1 Code Description Note Trial Trenches Note Excavation of trial trenches by hand to locate services, in material other than rock at proposed locations & as approved by Engineer, at locations of new manholes/Chambers or at other locations, as instructed by the Engineer including preparation of record details as specified and reinstatement of any local surface conditions Note (necessary trial excavations between manholes on gravity line are deemed to be included in the pipeline excavation rates). Note Number in material other than rock, maximum length of trench 5 m. Code Description Remarks Unit of Measurement Quantity A Maximum depth not Exceeding 1 m. B111 nr 13 B Maximum depth 1 - 2 m. B112 nr 13 C Maximum depth 2 - 3 m. B113 nr 15 Code Description Note Depth in Meter Code Description Remarks Unit of Measurement Quantity D Depth in material other than rock. B130 m 84 E Depth supported B150 m 45 F Depth backfilled with excavated material B160 m 84 Page 17 F Depth backfilled with excavated material B160 m 84 Code Description Note Number in material other than rock, maximum length of trench 5 - 10 m. Code Description Remarks Unit of Measurement Quantity G Maximum depth not Exceeding 1 m. B111 nr 28 H Maximum depth 1 - 2 m. B112 nr 28 J Maximum depth 2 - 3 m. B113 nr 37 Code Description Note Depth in Meter Code Description Remarks Unit of Measurement Quantity K Depth in material other than rock. B130 m 195 L Depth supported B150 m 111 M Depth backfilled with excavated material B160 m 195 TCO NoSection total included in total? DEMOLITION AND SITE CLEARANCE - d/3/1 Code Description Remarks Unit of Measurement Quantity A General Clearance D100 Ha 6 Code Description Note (To be executed to the extent as instructed by the Engineer) TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/1 Code Description Note PIPE WORKS - PIPES Note uPVC PIPES Note uPVC Slotted pipes laid and jointed in trench (Land Drains ) Laid above the main carrier drain pipe Note 315mm Code Description Remarks Unit of Measurement Quantity A Depth to invert 2m to 2.5m I 534 m 421 Page 18 A Depth to invert 2m to 2.5m I 534 m 421 B Depth to invert 2.5m to 3m I 535 m 736 C Depth to invert 3m to 3.5m I 536 m 221 D Depth to invert 3.5m to 4m I 537 m 256 E Depth to invert 4m to 4.5m I 538 m 3,161 Code Description Note GRP PIPES Note DN 400 mm Code Description Remarks Unit of Measurement Quantity F Depth to invert 2.5m to 3m I 635 m 198 G Depth to invert 3m to 3.5m I 636 m 154 H Depth to invert 3.5m to 4m I 637 m 30 J Depth to invert 4m to 4.5m I 638 m 154 K Depth to invert 4.5m to 5m I 638 m 25 L Depth to invert 5m to 5.5m I 638 m 25 M Depth to invert 5.5m to 6m I 638 m 30 N Depth to invert 6m to 6.5m I 638 m 308 Code Description Note DN 500 mm Code Description Remarks Unit of Measurement Quantity P Depth to invert 3m to 3.5m I 636 m 74 Q Depth to invert 3.5m to 4m I 637 m 25 R Depth to invert 4m to 4.5m I 638 m 30 S Depth to invert 4.5m to 5m I 638 m 25 T Depth to invert 5m to 5.5m I 638 m 113 U Depth to invert 5.5m to 6m I 638 m 137 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/2 Code Description Note PIPE WORKS - PIPES (Cont'd) Note GRP PIPES Note DN 600 mm Code Description Remarks Unit of Measurement Quantity Page 19 A Depth to invert 2.5m to 3m I 635 m 187 B Depth to invert 3m to 3.5m I 636 m 385 C Depth to invert 3.5m to 4m I 637 m 25 D Depth to invert 4m to 4.5m I 638 m 20 E Depth to invert 4.5m to 5m I 638 m 205 F Depth to invert 5m to 5.5m I 638 m 30 G Depth to invert 5.5m to 6m I 638 m 25 H Depth to invert 6m to 6.5m I 638 m 30 J Depth to invert 6.5m to 7m I 638 m 212 Code Description Note DN 700 mm Code Description Remarks Unit of Measurement Quantity K Depth to invert not exceeding 1.5m I 642 m 49 L Depth to invert 1.5m to 2.00m I 643 m 25 M Depth to invert 2m to 2.5m I 644 m 30 N Depth to invert 2.5m to 3m I 645 m 25 P Depth to invert 3m to 3.5m I 646 m 105 Q Depth to invert 3.5m to 4m I 647 m 20 R Depth to invert 4m to 4.5m I 648 m 25 S Depth to invert 4.5m to 5m I 648 m 30 T Depth to invert 5m to 5.5m I 648 m 25 U Depth to invert 5.5m to 6m I 648 m 205 V Depth to invert 6m to 6.5m I 648 m 205 W Depth to invert 6.5m to 7m I 648 m 402 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/3 Code Description Note PIPE WORKS - PIPES (Cont'd) Note GRP PIPES Note DN 800 mm Code Description Remarks Unit of Measurement Quantity A Depth to invert 3.5m to 4m I 647 m 115 B Depth to invert 4m to 4.5m I 648 m 20 Page 20 B Depth to invert 4m to 4.5m I 648 m 20 C Depth to invert 4.5m to 5m I 648 m 15 D Depth to invert 5m to 5.5m I 648 m 30 E Depth to invert 5.5m to 6m I 648 m 278 F Depth to invert 6m to 6.5m I 648 m 410 G Depth to invert 6.5m to 7m I 648 m 25 H Depth to invert 7m to 7.5m I 648 m 205 Code Description Note DN 1000 mm Code Description Remarks Unit of Measurement Quantity J Depth to invert 10m to 10.5m I 658 m 79 Code Description Note DN 1400 mm Code Description Remarks Unit of Measurement Quantity K Depth to invert 9.5m to 10m I 668 m 9 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK- Page d/4/4 Code Description Note PIPE WORKS - PIPES Note Pipework - GRP Pipes not in Trench (Inside Pits) Code Description Remarks Unit of Measurement Quantity A 600 mm dia GRP Pipe I631 m 6 B 800 mm dia GRP Pipe I641 m 8 C 900 mm dia GRP Pipe I641 m 12 D 1000 mm dia GRP Pipe I651 m 46 E 1200 mm dia GRP Pipe I651 m 72 F 1600 mm dia GRP Pipe I671 m 43 G 3000 mm dia GRP Pipe I681 m 226 H 4000 mm dia GRP Pipe I681 m 67 Code Description Note Pipework - GRP Pipes not in Trench (in microtunnelling) Code Description Remarks Unit of Measurement Quantity Page 21 J 600 mm dia GRP Pipe I631 m 31 K 800 mm dia GRP Pipe I641 m 107 L 900 mm dia GRP Pipe I641 m 296 M 1000 mm dia GRP Pipe I651 m 426 N 1200 mm dia GRP Pipe I651 m 3,350 P 1600 mm dia GRP Pipe I671 m 1,754 Q 3000 mm dia GRP Pipe I681 m 10,212 R 4000 mm dia GRP Pipe I681 m 3,392 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/5 Code Description Note Pipework - Fittings and Valves Note uPVC Fittings Note End Cap Code Description Remarks Unit of Measurement Quantity A 315 mm dia uPVC Pipe J492 nr 5 Code Description Note Straight Specials as rocker pipes Code Description Remarks Unit of Measurement Quantity B 250 mm dia., minimum 475 mm long J482 nr 4 C 315 mm dia., minimum 475 mm long J482 nr 6 Code Description Note GRP Fittings Note End Cap Note Supply and installation of end cap for Future Connections on proposed Manholes including additional pipeworks, as required & shown on the drawing. Code Description Remarks Unit of Measurement Quantity D 400 mm dia GRP Pipe J593 nr 8 E 500 mm dia GRP Pipe J593 nr 6 F 600 mm dia GRP Pipe J593 nr 4 Code Description Note Straight Specials as rocker pipes Page 22 Code Description Remarks Unit of Measurement Quantity G 400 mm dia., minimum 600 mm long J583 nr 12 H 500 mm dia., minimum 750 mm long J583 nr 6 J 600 mm dia., minimum 900 mm long J583 nr 21 K 700 mm dia., minimum 1050 mm long J584 nr 10 L 800 mm dia., minimum 1200 mm long J584 nr 12 M 900 mm dia., minimum 1350 mm long J584 nr 4 N 1000 mm dia., minimum 1500 mm long J585 nr 21 P 1200 mm dia., minimum 1800 mm long J585 nr 29 Q 1600 mm dia., minimum 2400 mm long J587 nr 14 R 3000 mm dia., minimum 4500 mm long J588 nr 47 S 4000 mm dia., minimum 6000 mm long J588 nr 8 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/6 Code Description Note Pipework - Manholes and Pipework Ancillaries Note As per Tender Drawing No. SWD-SD 101, 102, 103 & 104 and DM Standard Detail No.704-708 (Contractor to follow DM Standard Detail No.501-518 and 704-708 in absance of detail in Tender Drawings) Note Reinforced concrete manholes, in open cut, with heavy duty ductile iron cover and frame and GRP sealing plate or grated cover and frame Note Type H (Standard) (on pipe dia 250-600mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 3.00 - 3.50 m K135 nr 4 B Depth to invert 3.50 - 4.00 m K136 nr 2 C Depth to invert 4.00 - 4.50 m K137 nr 1 Code Description Note Type H (Non-Standard) (on pipe dia 250-600mm) Code Description Remarks Unit of Measurement Quantity D Depth to invert 2.00 - 2.50 m K133 nr 1 E Depth to invert 2.50 - 3.00 m K134 nr 1 Code Description Note Type I (Standard) (on pipe dia 250-600mm) Page 23 Code Description Remarks Unit of Measurement Quantity F Depth to invert 4.00 - 4.50 m K137 nr 1 G Depth to invert 4.50 - 5.00 m K137 nr 1 H Depth to invert 5.00 - 5.50 m K137 nr 2 J Depth to invert 5.50 - 6.00 m K137 nr 2 Code Description Note Type I (Non-Standard) (on pipe dia 250-600mm) Code Description Remarks Unit of Measurement Quantity K Depth to invert 6.00 - 6.50 m K137 nr 3 L Depth to invert 6.50 - 7.00m K137 nr 1 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/7 Code Description Note Pipework - Manholes and Pipework Ancillaries Note Type J (Standard) (on pipe dia 700-900mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 5.50 - 6.00 m K137 nr 3 B Depth to invert 6.00 - 6.50 m K137 nr 1 C Depth to invert 6.50 - 7.00m K137 nr 1 D Depth to invert 7.00 - 7.50m K137 nr 2 E Depth to invert 7.50 - 8.00m K137 nr 1 Code Description Note Type J (Non-Standard) (on pipe dia 700-900mm) Code Description Remarks Unit of Measurement Quantity F Depth to invert 2.50 - 3.00 m K134 nr 1 Code Description Note Type K (Standard) (on pipe dia 1000-1100mm) Code Description Remarks Unit of Measurement Quantity G Depth to invert 9.00 - 9.50m K137 nr 1 Page 24 Code Description Note Type K (Non Standard) (on pipe dia 1000-1100mm) Code Description Remarks Unit of Measurement Quantity H Depth to invert 2.00 - 2.50 m K133 nr 1 J Depth to invert 2.50 - 3.00 m K134 nr 1 K Depth to invert 12.00 - 12.50m K137 nr 1 Code Description Note Type S9 (Non-Standard) (on pipe dia 4000mm) Code Description Remarks Unit of Measurement Quantity L Depth to invert 4.50 - 5.00 m K137 nr 1 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK- Page d/4/8 Code Description Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinforced concrete manholes, in NDM drive/reception PITS, with heavy duty ductile iron cover and frame and GRP sealing plate Note Type I (Standard) (on pipe dia 250-600mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 5.50 - 6.00 m K137 nr 2 Code Description Note Type J (Standard) (on pipe dia 700-900mm) Code Description Remarks Unit of Measurement Quantity B Depth to invert 5.50 - 6.00 m K137 nr 2 Code Description Note Type J (Non-Standard) (on pipe dia 700-900mm) Code Description Remarks Unit of Measurement Quantity C Depth to invert 9.50 - 10.00m K137 nr 1 D Depth to invert 10.00 - 10.50m K137 nr 1 E Depth to invert 10.50 - 11.00m K137 nr 1 Page 25 F Depth to invert 11.00 - 11.50m K137 nr 1 G Depth to invert 11.50 - 12.00m K137 nr 1 H Depth to invert 12.00 - 12.50m K137 nr 1 J Depth to invert 12.50 - 13.00m K137 nr 1 K Depth to invert 13.00 - 13.50m K137 nr 1 Code Description Note Type K (Standard) (on pipe dia 1000-1100mm) Code Description Remarks Unit of Measurement Quantity L Depth to invert 8.50 - 9.00m K137 nr 1 M Depth to invert 9.00 - 9.50m K137 nr 2 N Depth to invert 9.50 - 10.00m K137 nr 1 Code Description Note Type K (Non-Standard) (on pipe dia 1000-1100mm) Code Description Remarks Unit of Measurement Quantity P Depth to invert 10.00 - 10.50m K137 nr 2 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/9 Code Description Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinforced concrete manholes, in NDM drive/reception PITS, with heavy duty ductile iron cover and frame and GRP sealing plate Note Type L (Standard) (on pipe dia 1200mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 7.00 - 7.50m K137 nr 1 B Depth to invert 7.50 - 8.00m K137 nr 1 C Depth to invert 8.00 - 8.50m K137 nr 1 D Depth to invert 8.50 - 9.00m K137 nr 1 E Depth to invert 9.00 - 9.50m K137 nr 1 F Depth to invert 9.50 - 10.00m K137 nr 1 G Depth to invert 10.00 - 10.50m K137 nr 1 Code Description Page 26 Note Type L (Non-Standard) (on pipe dia 1200mm) Code Description Remarks Unit of Measurement Quantity H Depth to invert 10.50 - 11.00m K137 nr 1 J Depth to invert 11.00 - 11.50m K137 nr 1 K Depth to invert 11.50 - 12.00m K137 nr 1 L Depth to invert 12.00 - 12.50m K137 nr 1 M Depth to invert 12.50 - 13.00m K137 nr 1 N Depth to invert 13.00 - 13.50m K137 nr 1 P Depth to invert 13.50 - 14.00m K137 nr 1 Q Depth to invert 15.00 - 15.50m K137 nr 1 R Depth to invert 15.50 - 16.00m K137 nr 1 S Depth to invert 16.00 - 16.50m K137 nr 1 T Depth to invert 16.50 - 17.00m K137 nr 1 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/10 Code Description Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinforced concrete manholes, in NDM drive/reception PITS, with heavy duty ductile iron cover and frame and GRP sealing plate Note Type S (Standard) (on pipe dia 1400-1600mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 9.00 - 9.50m K137 nr 1 B Depth to invert 9.50 - 10.00m K137 nr 2 C Depth to invert 10.00 - 10.50m K137 nr 1 Code Description Note Type T (Standard) (on pipe dia 1400-1600mm) Code Description Remarks Unit of Measurement Quantity D Depth to invert 13.50 - 14.00m K137 nr 1 E Depth to invert 15.00 - 15.50m K137 nr 1 F Depth to invert 18.00 - 18.50m K137 nr 1 TCO Page 27 NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/11 Code Description Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinforced concrete manholes, in NDM drive/reception PITS, with heavy duty ductile iron cover and frame and GRP sealing plate Note Type X (Standard) (on pipe dia 2600-3600mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 13.00 - 13.50m K137 nr 1 B Depth to invert 13.50 - 14.00m K137 nr 1 C Depth to invert 14.00 - 14.50m K137 nr 1 D Depth to invert 14.50 - 15.00m K137 nr 1 E Depth to invert 15.00 - 15.50m K137 nr 3 F Depth to invert 15.50 - 16.00m K137 nr 1 G Depth to invert 16.00 - 16.50m K137 nr 1 H Depth to invert 16.50 - 17.00m K137 nr 2 J Depth to invert 17.00 - 17.50m K137 nr 1 K Depth to invert 17.50 - 18.00m K137 nr 1 L Depth to invert 18.00 - 18.50m K137 nr 1 M Depth to invert 20m to 20.5m K137 nr 1 N Depth to invert 20.5m to 21m K137 nr 3 Code Description Note Type S7 (Standard) (on pipe dia 2600-3600mm) Code Description Remarks Unit of Measurement Quantity P Depth to invert 21m to 21.5m K137 nr 1 Q Depth to invert 23m to 23.5m K137 nr 1 R Depth to invert 25.5m to 26m K137 nr 1 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/12 Code Description Page 28 Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinforced concrete manholes, in NDM drive/reception PITS, with heavy duty ductile iron cover and frame and GRP sealing plate Note Type S8 (Standard) (on pipe dia 2600-3600mm) Code Description Remarks Unit of Measurement Quantity A Depth to invert 27.5m to 28m K137 nr 1 B Depth to invert 28m to 28.5m K137 nr 1 C Depth to invert 28.5m to 29m K137 nr 1 D Depth to invert 29m to 29.5m K137 nr 1 E Depth to invert 29.5m to 30m K137 nr 1 F Depth to invert 30m to 30.5m K137 nr 1 G Depth to invert 32.5m to 33m K137 nr 1 Code Description Note Type S9 (Standard) (on pipe dia 4000mm) Code Description Remarks Unit of Measurement Quantity H Depth to invert 16.00 - 16.50m K137 nr 1 J Depth to invert 16.50 - 17.00m K137 nr 1 K Depth to invert 19.50 - 20.00m K137 nr 1 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/13 Code Description Note Pipework - Manholes and Pipework Ancillaries (Cont.) Note Reinstatement Works Note Breaking up, temporary and permanent reinstatement of roads, flexible road construction, base course & wearing course (maximum combined depth of 110 mm) with road base, sub-base to suit existing road profile including road marking etc. complete as per RTA requirements. Code Description Remarks Unit of Measurement Quantity A Pipe 300-900 mm dia. K732 m 505 B Pipe 900-1800 mm dia. K733 m 47 C Pipe 1800-2700 mm dia. K734 m 5 Code Description Note Breaking up, temporary and permanent reinstatement of footpaths, precast concrete paving slabs, interlocking tiles maximum depth 80 mm with 50 mm bedding Page 29 Code Description Remarks Unit of Measurement Quantity D Pipe 300-900 mm dia. K742 m 202 E Pipe 900-1800 mm dia. K743 m 18 F Pipe 1800-2700 mm dia. K744 m 2 Code Description Note Reinstatement of gardens/grassed areas Code Description Remarks Unit of Measurement Quantity G Pipe 300-900 mm dia. K752 m 134 H Pipe 900-1800 mm dia. K753 m 12 J Pipe 1800-2700 mm dia. K754 m 1 Code Description Note Pipework - Supports and Protection, Ancillaries to Laying and Excavation Note Extras to excavation and backfilling Code Description Remarks Unit of Measurement Quantity K Excavation of rock L111 m³ 250 L Excavation of mass concrete L112 m³ 100 M Excavation of reinforced concrete L113 m³ 100 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/14 Code Description Note Pipework - Supports and Protection, Ancillaries to Laying and Excavation Note Microtunnelling Note Microtunnelling method for installing pipes including all necessary related works etc. complete as per site requirements and approval of the Engineer. (Pits / Shafts , pipe measured separately) Code Description Remarks Unit of Measurement Quantity A 600 mm dia GRP Pipe L293 m 31 B 800 mm dia GRP Pipe L294 m 107 C 900 mm dia GRP Pipe L294 m 296 D 1000 mm dia GRP Pipe L295 m 426 E 1200 mm dia GRP Pipe L295 m 3,350 F 1600 mm dia GRP Pipe L297 m 1,754 G 3000 mm dia GRP Pipe L298 m 10,212 Page 30 H 4000 mm dia GRP Pipe L298 m 3,392 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/15 Code Description Note Pipework - Supports and Protection, Ancillaries to Laying and Excavation Note Beds and Surrounds Note Imported granular material bed and surrounds to pipes including warning tape etc. as specified Code Description Remarks Unit of Quantity Measurement A 315 mm dia ( min. 0.67 m3/m ) (For Land Drain) L533 m 4,795 B 400 mm dia ( min. 0.86 m3/m ) L533 m 924 C 500 mm dia ( min. 1.05 m3/m ) L533 m 404 D 600 mm dia ( min. 1.26 m3/m ) L533 m 1,125 E 700 mm dia ( min. 1.48 m3/m ) L534 m 1,146 F 800 mm dia ( min. 1.71 m3/m ) L534 m 1,194 G 900 mm dia ( min. 1.95 m3/m ) L534 m 12 H 1000 mm dia ( min. 2.21 m3/m ) L535 m 125 J 1200 mm dia ( min. 2.78 m3/m ) L535 m 72 K 1400 mm dia ( min. 3.40 m3/m ) L536 m 9 L 1600 mm dia ( min. 4.08 m3/m ) L537 m 43 M 3000 mm dia ( min. 10.43 m3/m ) L538 m 226 N 4000 mm dia ( min. 16.68 m3/m ) L538 m 67 P Stone filling / Surround -Imported stone filling material in trench L 900 m3 17,637 above the slotted pipes up to 300mm below Ground level as specified Code Description Note Concrete beds and Surrounds including polythene sheet, bitumen paint & warning tape and other associated works as applicable Note Mass concrete class 30/20 surround Code Description Remarks Unit of Quantity Measurement Q For 400 mm dia GRP pipe L543 m 373 R For 500 mm dia GRP pipe L543 m 257 S For 600 mm dia GRP pipe L543 m 305 T For 700 mm dia GRP pipe L544 m 858 Page 31 U For 800 mm dia GRP pipe L544 m 972 V For 1000 mm dia GRP pipe L545 m 81 W For 1400 mm dia GRP pipe L546 m 10 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/16 Code Description Note Pipework - Supports and Protection, Ancillaries to Laying and Excavation (Cont'd) Note Wrapping and Lagging Code Description Remarks Unit of Quantity Measurement A 315 mm dia L603 m 4,795 B 400 mm dia L603 m 924 C 500 mm dia L603 m 404 D 600 mm dia L603 m 1,125 E 700 mm dia L604 m 1,146 F 800 mm dia L604 m 1,194 G 900 mm dia L604 m 12 H 1000 mm dia L605 m 125 J 1200 mm dia L605 m 72 K 1400 mm dia L606 m 9 L 1600 mm dia L607 m 43 M 3000 mm dia L608 m 226 N 4000 mm dia L608 m 67 P Enclose Stone filling / Surround -Imported stone filling material in L 900 m² 70,543 trench above the slotted pipes up to 300mm below Ground level in filter membrane fabric TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/17 Code Description Note Miscellaneous work (Cont'd) Page 32 Note Catch Basin Note Reinforced concrete Catch Basin 1000 x 1000 mm with heavy duty ductile iron grated cover and frame including DN 400 pipework between adjacent catch basins as per Tender Drawings Code Description Remarks Unit of Measurement Quantity A Depth to invert not exceeding 1.50 m K231 nr 6 B Depth to invert 1.50 - 2.00 m K232 nr 5 C Depth to invert 2.00 - 2.50 m K233 nr 6 D Depth to invert 2.50 - 3.00 m K234 nr 13 Code Description Note Demolition of Existing Manholes Note Demolition of existing MH including disposal of debris to an approved location, filling of void and reinstatement as per site conditions, concrete plugs at each end where ever required etc. complete, carefully removal of cover & frames, clean and deliver them to DM store or dispose it off as directed by Engineer. Code Description Remarks Unit of Measurement Quantity E DN 600mm X 900 nr 5 F DN 700mm X 900 nr 4 G DN 800mm X 900 nr 3 H DN 900mm X 900 nr 2 J DN 1000mm X 900 nr 3 TCO NoSection total included in total? STORMWATER DRAINAGE GRAVITY NETWORK - Page d/4/18 Code Description Note Miscellaneous work Note Connections to Existing Storm Water drainage Networks/ Connection with on going Projects Code Description Remarks Unit of Quantity Measurement A Break into existing MH or remove existing endcap & Connect the X900 nr 4 proposed network with existing network including any additional excavation, concrete, reinforcement, formwork, reform benching, waterproofing, internal protection, straight specials/couplings, reinstatement etc. as necessary along with any other associated works required to complete the watertight connection. Code Description Note [Note :diversion & maintenance of existing flow, if any, shall be priced separately under the given BOQ Item] Note Diversion, maintenance & over pumping Code Description Remarks Unit of Quantity Measurement Page 33 B Allow for all cost in dealing with and maintaining existing flows X900 sum 1 including plugging, over pumping, diversion of flows, any other temporary works for connecting the newly laid network with existing network as shown on the drawings within the scope of works & as instructed by Engineer. Code Description Note [Note: Contractor is required to submit the detailed breakdown of this item detailing the resources employed, duration considered against each resource with quantity, rate and amount. The breakdown shall be made separately for each connection locations. The certified amounts in interim payments will be proportional to value of works completed against value of over pumping prices established separately for each connection through approved breakdown.] TCO NoSection total included in total? PROVISIONAL SUMS - Page d/5/1 Code Description Note PROVISIONAL SUMS Note: The Provisional Sum given in the Bill of quantities may be used in whole or in part, or not at all at the instruction of the Engineer. Note Contingencies Code Description Remarks Unit of Measurement Quantity A Provisional Sum for Contingencies A 420 Sum 2,000,000 TCO NoSection total included in total? DAYWORKS - Page c/1 Code Description Note SECTION c - DAYWORKS Note Generally Note Dayworks shall be administered strictly in accordance with the Conditions of Contract. Note The Contractor shall be paid for dayworks carried out during the course of the Contract while other operations are in progress at the rates set down in the Dayworks Schedule. Profit and overheads shall be included in the item provided for same at the end of the Labour, Material and Plant Sections of the Dayworks Schedule of Rates. Note The rates inserted in the Schedule of Dayworks shall deemed to be the rates used by the Contractor in making up rates for works items in all sections of the Bills of Quantities. Note Time engaged in the actual works only will be allowed. In the event of labour or plant having to be brought to the site especially for the item of daywork then a reasonable allowance may be made for travelling time, but the allowance for travelling time is to be agreed before the Daywork item is executed. Note The Quantities stated in the Daywork Schedule 1, 2 and 3 are estimated and may be encountered totally, or part or not at all as the Engineer may direct. Page 34 Note No work carried out on a Daywork basis shall be measured unless, before starting work, the Contractor has obtained the written approval of the Engineer. Note Rates for labour Note The daywork rates quoted for labour are to be the inclusive NET amounts payable including for use and waste of hand tools and of all ordinary non-mechanical plant, stagings, scaffolding, tarpaulin, use of electric light and water for the Works, etc. and all special inducements for working in Dubai. Note The rates shall also be deemed to include the extra cost of public holidays other holidays with pay, medical costs, bonus, sick leave, termination indemnity pay and the like. Unless specifically authorized in writing by the Engineer, non- productive overtime or special rates for overtime will not be admissible. The cost of all supervisory staff including engineers, foremen, clerks, chargehands, storemen, etc., is to be included in the percentage addition for profit and overheads. Note Rates for Materials Note Materials used on daywork shall be as specified for the Works. The rates are to include delivery to the Site. Note Should materials be required for use on dayworks which are not included in the Schedule, the lowest current Net market prices shall apply, plus a reasonable allowance for collecting, loading and off loading and transporting to the Works. Note Rates for Plant Hire Note Plant hire rates shall include for the cost of maintaining in proper working order, attendance in starting up, shutting down, refueling and all fuel and power, oil, grease and cleaning materials, replacement and/or sharpening of tools, provision of tools and all other ancillary items including consumable spares. Idle time during maintenance or travelling to the Site will not be allowed. Note Drivers and attendants shall be charged for at the rates as laid down for labour. TCO NoSection total included in total? DAYWORKS - Page c/2 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.1 - LABOUR Code Description Remarks Unit of Measurement Quantity A Labourer h 200 B Banksman/Greaser h 60 C Carpenter h 60 D Mason/Concrete finisher h 60 E Mason (Paving/Tiling Works) h 30 F Driver (Heavy Duty) h 60 G Driver (Light Duty) h 60 H Pipe fitter h 150 J Plant operator (Heavy) h 60 K Plant operator (Light ) h 60 Page 35 L Steel fixer h 60 M Bar bender h 30 N Welder h 20 P Jointer h 60 Q Painter h 60 R Electrician h 60 S Plumber h 60 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/3 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT Code Description Remarks Unit of Quantity Measurement A Bulldozer up to 100 HP h 10 B Bulldozer from 100 to 200 HP h 10 C Grader up to 160 HP h 10 D Grader over 160 HP h 10 E Vibratory roller up to 3 tons h 10 F Vibratory roller over 3 tons h 10 G Tandem roller upto 10 tons h 20 H Tandem roller over 10 tons h 10 J Bucket loader upto 3 m3 h 10 K Bucket loader over 3 m3 h 10 L Dump truck upto 5 tons h 20 M Dump truck from 5 tons to 10 tons h 20 N Dump truck over 10 tons h 10 P Generator upto 200 KW/Hr. h 10 Q Compressor 5000-6000 litres capacity with small tools h 20 R Excavator upto 1 m3 h 10 S Excavator over 1 m3 h 20 T Vibratory compactor hand pulled h 20 U Vibrating roller self propelled h 20 Page 36 V Caterpillar type tractor with bull or angle dozer; shovel/front h 10 loader or scarifier, 977 or similar Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/4 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT (CONT'D) Code Description Remarks Unit of Measurement Quantity A Gas detection equipment h 20 B Slot/sand blast equipment (including sand and air) h 20 C Safety harness and rope h 20 D Breathing apparatus h 20 E Ventilating blowers 300 m3 per minute capacity h 25 F Septic tank emptier up to 6,000 gallons h 25 G Water tanker, minimum 10,000 litres h 20 H 75 mm dia Jetting Pump h 20 J Drill rig for well point h 20 K Well point extractor h 20 L Concrete vibrator (poker/screed) up to dia 50 mm h 20 M Bob cat < 1 m3 h 25 N Fork lift < 5 t h 20 P Hiab truck, 6 tonne or greater capacity h 10 Q Concrete mixer, 6 m3 h 5 R Concrete distribution truck, 9 m3 h 5 S Concrete pump, 50 m3 h 5 T Concrete pump, 70 m3 h 5 U Plate compactor h 10 V Water pump 3 inch h 20 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/5 Page 37 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT (CONT'D) Code Description Remarks Unit of Measurement Quantity A Dumper upto 1 m3 h 10 B Lorry mounted crane upto 25 tonnes h 20 C Pick up truck upto 3 tonnes h 20 D Pick up truck over 3 tonnes capacity h 20 E Oxygen resuscitation equipment h 10 F Portable electric drill (20 mm chuk) h 10 G Radial stand drill h 10 H Welding plant including gas/electrode and consumable h 10 J Sand blasting unit (with operator) h 10 K Asphalt/concrete saw cutter h 10 L Pneumatic breaker h 10 M Portable lighting set with generator h 10 N Mechanical road broom h 10 P Portable traffic signal set with generator h 10 Q Wheeled excavator with backhoe and shovel (JCB) h 10 Code Description Note Pumping Equipment Code Description Remarks Unit of Measurement Quantity R Potable pump diesel/electric; capacity Q = 10 L/S h 10 S Potable pump diesel/electric; capacity Q = 10 L/S (stand by) h 10 T Potable pump diesel/electric; capacity Q = 15 L/S h 10 U Potable pump diesel/electric; capacity Q = 15 L/S (stand by) h 10 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/6 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT (CONT'D) Page 38 Note PLANT - for continuous with all attendance Note Pumping Equipment Code Description Remarks Unit of Quantity Measurement A Potable pump submersible electric; capacity Q = 10 L/S day 3 B Potable pump submersible electric; capacity Q = 10 L/S week 1 C Potable pump submersible electric; capacity Q = 10 L/S month 1 D Potable pump submersible electric; capacity Q = 15 L/S day 3 E Potable pump submersible electric; capacity Q = 15 L/S week 1 F Potable pump submersible electric; capacity Q = 15 L/S month 1 G Provide fuel, oil and attendance on diesel; capacity Q = 15 L/S day 1 pump supplied by manufacturer approved by DM H Provide fuel, oil and attendance on diesel; capacity Q = 15 L/S week 1 pump supplied by manufacturer approved by DM J Provide fuel, oil and attendance on diesel; capacity Q = 15 L/S month 1 pump supplied by manufacturer approved by DM K 100 mm dia steel or similar delivery pipe including bends, tees, day 100 junctions, valves, etc. (per m) L 100 mm dia steel or similar delivery pipe including bends, tees, week 50 junctions, valves, etc. (per m) M 100 mm dia steel or similar delivery pipe including bends, tees, month 15 junctions, valves, etc. (per m) N 100 mm dia flexible suction/delivery pipe (per m) day 250 P 100 mm dia flexible suction/delivery pipe (per m) week 100 Q 100 mm dia flexible suction/delivery pipe (per m) month 15 R 150 mm dia steel or similar delivery pipe including bends, tees, day 300 junctions, valves, etc. (per m) S 150 mm dia steel or similar delivery pipe including bends, tees, week 50 junctions, valves, etc. (per m) Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/7 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT (CONT'D) Code Description Remarks Unit of Quantity Measurement A 150 mm dia steel or similar delivery pipe including bends, tees, month 10 junctions, valves, etc. (per m) Page 39 B 150 mm dia flexible suction/delivery pipe (per m) day 1 C 150 mm dia flexible suction/delivery pipe (per m) week 1 D 150 mm dia flexible suction/delivery pipe (per m) month 1 E 150 mm dia header pipe (per m) day 50 F 150 mm dia header pipe (per m) week 2 G 150 mm dia header pipe (per m) month 1 H Generator up to 5 kVA day 20 J Generator up to 5 kVA week 1 K Generator up to 5 kVA month 1 L Generator up to 15 kVA day 20 M Steel beams and struts for framing (per ton) day 2 N Steel beams and struts for framing (per ton) week 2 P Steel beams and struts for framing (per ton) month 1 Q Trench sheeting (per m2) day 100 R Trench sheeting (per m2) week 50 S Trench sheeting (per m2) month 15 T Scaffold boards (per m2) day 30 U Scaffold boards (per m2) week 20 V Scaffold boards (per m2) month 12 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/8 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.2 - PLANT (CONT'D) Note Miscellaneous (cont'd) Code Description Remarks Unit of Quantity Measurement A Diversion boards (each) day 30 B Diversion boards (each) week 10 C Diversion boards (each) month 5 D Men at Work sign or similar (each) day 30 E Men at Work sign or similar (each) week 15 F Men at Work sign or similar (each) month 5 G Barrel / post (each) day 50 Page 40 H Barrel / post (each) week 25 J Barrel / post (each) month 10 K Traffic cones (each) day 150 L Traffic cones (each) week 100 M Traffic cones (each) month 15 N Barriers (per m) day 25 P Barriers (per m) week 20 Q Barriers (per m) month 10 R Tubular scaffolding, steel/ally including junctions,fittings, day 3 couplers, etc. (per m) S Tubular scaffolding, steel/ally including junctions, week 1 fittings, couplers, etc. (per m) T Tubular scaffolding, steel/ally including junctions, month 1 fittings, couplers, etc. (per m) Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/9 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.3 - MATERIALS Code Description Remarks Unit of Measurement Quantity A Concrete Grade C60/20 m3 5 B Concrete Class 30/20 SR cement m3 5 C Concrete Class 15/60 SR cement m3 5 D 200 mm dia. uPVC pipe to BS 5681 m 30 E 250 mm dia. uPVC pipe to BS 5681 m 30 F 315 mm dia. uPVC pipe to BS 5681 m 20 G 400 mm dia GRP pipe 5000 stiffness (gravity) m 12 H 500 mm dia GRP pipe 5000 stiffness (gravity) m 12 J 600 mm dia GRP pipe 5000 stiffness (gravity) m 12 K 700 mm dia GRP pipe 10,000 stiffness (Pressure) m 12 L 1000 mm dia GRP pipe 10,000 stiffness (Pressure) m 12 M 1200 mm dia GRP pipe 10,000 stiffness (Pressure) m 12 N Fresh Water (10,000 litres) excluding tanker sum 5 P Sea Water (10,000 litres) excluding tanker sum 5 Q Aggregate base Material m3 100 Page 41 R O.P. Cement t 2 S S.R. Cement t 2 T Coarse Aggregate (dry) m3 100 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? DAYWORKS - Page c/10 Code Description Note SECTION c - DAYWORKS (CONT'D) Note SCHEDULE NO.3 - MATERIALS (CONT'D) Code Description Remarks Unit of Measurement Quantity A Fine Aggregates (dry) m3 100 B Aggregate 1/6" m3 50 C Aggregate 1/2" m3 50 D Aggregate 3/6" m3 50 E Aggregate 1" m3 50 F Imported subkha m3 150 G Imported filling material m3 150 H Sweet soil m3 30 J 200 mm thick hollow blocks nr 100 K 200 mm solid blocks nr 100 L Granular material for pipe bedding m3 60 M Stone material for land drains (max. size 100 mm) m3 20 N Filter fabric membrane. m3 100 P Standard grade plywood thickness 12 mm m2 100 Q Standard grade plywood thickness 20 mm m2 100 R Marine grade plywood thickness 20 mm m2 100 S Interlocking paving blocks 60 mm thick m2 200 T Interlocking paving blocks 80 mm thick m2 100 U Upstand kerb 150 x 305 mm m 200 Addition for Profit and Overheads ----- % (Amount) Percentage (%) 1 TCO NoSection total included in total? GRAND SUMMARY - Page e/1 Page 42 Code Description Total carried to Tender TCO Part Part 2 - Part 3 - Part 4 - Sub Adjustment Amount Performanc Insurance S 1 - Ground Demolition Stormwater Total Item(In % if after Security of Work C General Investigation & Site Drainage (DHS) any)- Adjustment D Item clearance Gravity Add*/Deduct (AED) W Network % YesSection total included in total? BREAKDOWN FOR WORK ITEMS - Section F Question Description Question Type BREAKDOWN FOR WORK ITEMS Please download the attachment, fill it out and upload it again. Attachment