Tender For Consultancy Service For Demolition Of Store House (P-37) And Re-Costruction Of G+2 Configuration Structure As Store House At maintenance of (Pbr) Under Ge Haddo, Sri Vijaya Puram.
Tender Value
15.02 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
20 days left
EMD
30060
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Consultancy Service For Demolition Of Store House (P-37) And Re-Costruction Of G+2 Configuration Structure As Store House At maintenance of (Pbr) Under Ge Haddo, Sri Vijaya Puram.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for mobilization of plants and equipments including man and materials required at site of soil investigation, setting of boring/ drilling as required and demobilization of plants and equipments on completion of work etc with and including conveyance of sample collected to testing lab as required for the purpose of testing complete all as specified and directed. |
| 2 | M&L for shifting of men, material and equipment from one bore to another bore hole location and setting of boring/ drilling rig as required complete all as specified and directed. |
| 3 | M&L for boring 150mm bore holes to any depth through following type of strata of soil complete all as specified and directed :- |
| 4 | Any type of soil |
| 5 | Soft Rock |
| 6 | Hard Rock |
| 7 | M&L for collection of soil sample and carryout standard penetration test (SPT) as per IS 2131 upto 3.0m at 0.50m interveals, 3.00 to 15.00M at 1.00M interval or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing complete all as specified and directed. |
| 8 | M&L for conducting necessary tests on all collection of DS/UDS/SPT samples which includes the determination of the following tests complete all as specified and directed :-(i) Shrinkage limits (ii) Atterberg Limits (iii) Natural moisture contents (iv) wet and dry density (v) Particle size (Soil grain size) (vi) Consolidation test (vii) Triaxial shear test (viii) Direct Shear permeability test (ix) Specific gravity (x) Crushing strength of rock sample (xi) Testing of water Sample (including PH determination) (xii) Free swell index (xiii) Soluble Salt contents (Chloride & Sulphate) (xiv) Permeability test (xv) Shear strength (unconfined compression) (xvi) Liquefication analysis test. |
| 9 | Excavation of trial pit up to 3.0 m depth having size 1.20m x 1.20 m for collecting 03 nos UDS sample including the test complete all as specified and directed :-(i) Atterberg Limits (ii) Natural Moisture contents (iii) wt and dry density (iv) Particle size (Soil grain size) (v) Triaxial shear test or direct sheat rest (vi) Specific gravity (vii) Free swell index. |
| 10 | M&L for compilation of data and preparation and submission of report in 04 copies containing NSBC, SBC, Settlement test result, graph chart calculation etc and recommendation for both shallow and deep foundation and strip footing for retaining wall (for SBC should be worked out for different size of footing at min three depth viz 1.50m, 2.0m, 2.50m and for deep foundation recommendation of pile of dia 500mm, 600mm and 750mm shall be provided with length of 5m and increment of every 1M till 12M depth complete all as specified and directed. |
| 11 | Note : SBC Report will be submitted in following format (As per NBC 2016, Part 6, Section 2, Para 3.5)(a). Scope of investigation.(b). Method of drilling of bore hole.(c). Sampling of bore hole.(d). Visual description of soil samples.(e). Ground level along with ground water table level.(f). Test results (laboratory and field) including graphs.(g). Photographs of equipments used and sample collected with description.(h). Photographs of laboratory tests after testing.(j). General observation of vicinity(Stream flow system adopted etc.)(k). Longitudinal and transverse section profile of substrata.(l). Analysis of field and laboratory test result.(m). Calculation for arriving at allowable bearing capacity as per IS minimum three depth viz 1.5, 2.00 and 3.00M and pile capacities for 500, 600 & 750mm dia with length of 5M and increment of every 1M till 12M depth.(n). Recommendation for suitability of foundation including strip footing for retaining wall.(o). Line Plan of site showing location and nomenclature of bore holes and trial pits. |
| 12 | PREPARATION OF DETAILED PROJECT REPORT (DPR):- The project shall be planned abiding the local bye laws, recommandations of Zonal plans, coastal area regulations, codal provisions of structrural safety for seismeic Zone-V/VI, recommendations of NBC 2016, relevant IS Codes, Scales of Accn for Defence services -2022 and sound engineering practices. Services to be included in DPR are given in succeeding paragraphs highlighting the following:- |
| 13 | (a) Provision of Green Building norms for minimum GRIHA-3 star rating shall be incorporated in the project. The planning, design, material and specifications incorporated in the project satisfying the green building norms indicating targeted points/star-rating compliance shall be clearly brought. The same is to be clearly brought out in the DPR and must be certified by Government approved agencies.(b) The main building is to be constructed in (G+2) configuration of store house, and Sub Station Bldg, AC Plant room Bldg, Pump House Bldg, Garrages for office accn for the given site after demolation of existing Bldg as per the recommendations of recce cum siting board, the authorised plinth areas and configuration of building blocks provided respectively at Appx 'A' & 'B'. Conventional RCC framed structure technique is to be followed. The Building modules, materials and specifications (Structural & Architectrual ) shall be planned keeping in view of the codal aspects of seismic zone. |
| 14 | (c) Detailed Architectrual, Structural, Electric and Water supply, Sanitary, Sewage, Road, Area Drainage, Boundary fencing, Gates Air conditioning, Cooling Appliances, Lift, Lightening Protection, Fire Fighting/ Fire Alaram, Stand by DG sets etc and Construction Drawings. All these drawing shall be detailed drawings, so that no detail is missing. Seperate layout drawing to workshop drawings (making workshop drawings) for electrical, water supply, sewage pipe lines shall be provided, so that no columns/ beams are chiseled later as directed by Accepting Officer. |
| 15 | (d) Design details duly certified by the consultant. These design details shall be got vetted from any of the reputed IITs.(e) Detailed specifications of structures service and finishes.(f) Type of materials to be used in construcuion.(g) Quality Assurance Setup giving details of Equipment and tests to be carried out at site with their frequency keeping IS Code in view for setting up of site laboratory by the building contractor.(h) Quality Assurance check lists (Job formats) for major activities.(i) Yard stick for payment shall be supported by Bill of Quantities.(j) Estimates of all works catered in DPR shall be as per DSR 2023 & SSR- 2020 of MES if certain items are not avaliable in DSR/SSR-2020 of MES then the market rates shall be taken for working out the rates, with adequate supporting documents. |
| 16 | (k) Calculations of plinth area rates per square meter of building work including internal electrifaction, internal water supply, sanitary and plumbing work & built in furniture.(l) The store house Bldg to be constructed using Concrete structure and Galvanized aluminium sheets for roof and cladding are to be provided with turbo ventilators and transperent sheets for natural light. The Building is proposed to have maximum ventilation with exhaust fans, natural lighting and proper lighting arrangements for working during night is also proposed. provision of adequate water tanks to be catered for drinking water and at wash rooms. The proposal of new store house shall meet the requirements of lesser storage spaces and ease the store transactions and avalibility of land. a Retaining wall is recommended to be constructed on the rear side of the store house (4 to 6m height).(m) Plan of contract packages including scope and cost of each package. Preparation of time schedule bar chart showing the planned periods of completion for various contract packages to arrive at an overall completion of the project. |
| 17 | (n) Any other details as deemed necessary and highlight the specific issues in DPR for information and attention of Owner.(o) Plan of contract packages includind scope and cost of each package. Preparation of time schedule bar chart showing the planned periods of completion for various contract packages to arrive at an overall completion of the project.(p) Any other details as deemed necessary and highlight the specific issue in DPR for information and attention of Owner. |
| 18 | (q) Preparation of Yardstick and to be vetted from Dir (C)/SSW of CE Zone.(r) The exeternal services, comprising of external water supply, electric supply, Road/ Path/ Culvert/ Hardstanding, area drainage, boundary wall, fencing, Retaining wall, gate, Sewage disposal, Septic tank, Sokage pits etc., of the DPR will be approved by CE (A&N) Zone after scheme has been vetted by IIT. |
| 19 | (s) Submission of DPR:(i) Submit 04 Nos sets hard copies initially for the purpose of evaluation and checking of DPRs. These DPRs will be clearly marked as \\"Initial DPR\\" for Evaluation purpose only.(ii) Submit 04 sets of hard copies and soft copies after corrections (if any) duly signed the consultant. These DPRs would be marked \\"Final DPR\\" and shall have all statutory enclousers.(t) Final DPR(i)Final Arch Drgs duly signed by the Registered Architech of the consultant and Final structural analysis of drawings vetted by reputed IIT/NIT.(ii) Site plan duly marked with external services vetted by GE connected.(iii) Submission of BOQ.(iv) Final DPR should be submitted in 04 copies within 60 days after receipt of initial DPR. |
| 20 | Note:- Complete set of final drawings (site plans, Archittectural & Srructural) in original tracing paper (not less than A1 size) bearing the ink-signature and the offcial seal of the Consltant registred Architect of the consultant quoting the valid registered number with COA for Arch Drgs, Structural Engineer of the Consultant and HOD/ Professor of the IIT/ NIT vetting the structural drawings shall be submitted alongwith the Final DPR. |
| 21 | (u) Stages from the date of commencement of work:(i) Stage - I. Soil Investigation & Preparation and submission of Architectural floor plans, elevations & basic sections for each Bldg for approval of Dir (Arch) and user.(ii) Stage - II. Preparation and submission of site layout plans and 3D walk through presentations for approval of Accepting Officer and user.(iii) Stage -III : Soil investigation and submission of report for approval of Dir (Design). |
| 22 | (iv) Stage -IV : Submission of detailed Architechtural construction drawings including schedule of finishes, internal electric supply, water supply and sanitary fitting & fixture, Air Conditioning, Cooling Appliances, Lift, Lightening Protection, Fire Fighting/Fire Alaram, stand by DG sets The proposed site plans seperately for external B/R service(to include Roads, rataining wall, protective works, area drainage, sewage disposal, boundary wall/ fencing & Gates). External E/M service (to include external water supply & electric supply) details drawing for approval of respective sections of CE (A&N) Zone. (v) Stage -V: Submission of detailed structural design and drawings including specifications for approval of Dir (Design)/SO-1 (Des).(vi) Stage -VI: Submission of \\"Initial DPR\\".(vii) Stage -VII: Submission of \\" Final DPR \\" (including internal and external services, furniture, demolition of existing Bldg) including 3D presentations of external facades and internal furniture layouts of proposed accomodations and taking following actions:- |
| 23 | (aa) Power point presentation at HQ CE (A&N) Zone including 3D walk through model.(ab) Incorporating changes /deficiencies in the \\"Initial DPR\\".(viii) Stage -VIII: Submission of IIT/NIT vetted structural drawings.(ix) Stage - IX: Preparation of detailed estimate and rate analysis based on cost of materials/ labours of the concerned area and preparation of tender materails/ labour of the concerned area and prepartion of Tender documents & conclusion of main buildings contract for approval of Dir (QS&C) /SSW. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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