Military Engineer Services-MES has published Structural Audit Of Certain Buildings/Structures At Cossipore And Ishapore And Soil Investigation At Cossipore Under Ge I P Fy Ishapore . As Per Tender Documents. Submission Date for this Tender is 22-03-2021. Structural Engineering Tenders in GE I P FY ISHAPORE West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Mar-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-03-2021 |
| 2 | 17-Mar-2021 | 8653-Date_Corri_1 | Date | 22-03-2021 |
| Name of Work: STRUCTURAL AUDIT OF CERTAIN BUILDINGS/STRUCTURES AT COSSIPORE AND ISHAPORE AND SOIL INVESTIGATION AT COSSIPORE UNDER GE I P FY ISHAPORE. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | To Carry out Visual Inspection & distress survey and to carry out the Non destructive tests & destrcutive tests and to assess the extent of damages and to conduct sub-soil exploration and prepare detail report & drawings of buildings/strcutures involved and to recommend repair methodology of existing retaining wall/ prepare detail strcutural drawings of new retaining wall of Pond/Aqueducts at Seven Tank Estate at Cossipore all as specified here-in-after (Ref Table-I at Ser Page No 17) consisting of following activities:-\nNote: Mobilization/demobilization charges for transportation of all men and machineries/equipment for conducting the survey work shall be deemed to be included in the quoted rate of the item and nothing extra shall be paid on this account.\n\n | 1 | Job | |
| 2 | 1.02 | Contd/___item No 1.01\nExcavation of trial pit of size 2m x 2m and depth 2.5 m to 3 m (or as per requirement at the time of investigation) from EGL/Road top, collection of distrubed/undisturbed soil sample from the pit and conducting routine lab test on the collected soil samples as per relevent IS Codes, all complete including back filling of pits.-02 Nos\n | |||
| 3 | 1.03 | Contd/___item No 1.01\nConducting dyanamic cone penetration test (DCPT) by wet method as per IS 4986-Part-II upto 5 mtr depth from EGL/road top level tentatively @ 10m interval or precisely as per site requirement at the affected stretch of the pond-side road.- (08 Nos x 5 m = 40 mtr)\n | |||
| 4 | 1.04 | Contd/___item No 1.01\nSinking 150mm dia Boreholes through soil only upto 10m depth from EGL/road top at the affected areas and pond-side roads tentively @ 10m interval or precisely as per site requirement and upto 5m depth @ 20m interval or precisely as per site requirement along the same pond side road other than the afftected stretch. Moreover the investigation also consists of total four (4) bores holes, ech upto 20m depth from road top/EGL and comprising of one borehole, per pond location. Borehole upto 10m depth or as per actual requirement at the time of investigation from the respective ground level will also be sunk at locations adjacent to the aqueduct, near the officers mess and the sunken culvert abutment location. Conducting SPT at regular intervals, collection of disturbed and undisturbed soil samples at regular intervals, furnishing all the necessary data in the bore log from as per IS:1892 and conducting routine laboratory tests on selected soil sample, analysing all field and laboratory test data at Seven Tank Estate Cossipore. \n(10 Nos x 5m + 5 Nos x 10m + 4 Nos x 20m = 180m)\n | |||
| 5 | 1.05 | Contd/___item No 1.01\nDetail report & drawings containing the study on following findings and remedial proposal :\na. Root cause analysis of the failures ocurred.\nb. Recommendations on detail remedial measures to be taken for protecting and strengthing of all the pond-side road embankments/retaining walls and also submit recommendations and methodolgy on arresting sinking/errossion of the culvert abutment sinking adjdcent to south tank.\nc. Proposal for necessary rectification/strengthening work to be adopted for arresting the partial collapse and tilting of the aqueduct-side retaining wall adjacent to officers mess. \nd. Preparation of costed schedule of rectification/strengthneing/retrofitting work or any other proposed remedial measures to be adopted.\ne. Getting the entire detail report and drawings vetted and approved from any IIT/Govt. Engineering College as approved by GE and submission of reports in 06 Sets. | |||
| 6 | 2 | To Carry out Visual Inspection and distress survey of entire building/structure and to carry out the Non destructive & destructive tests and to assess the extent of damages and prepare report & detail drawings of damages involved and proposed repair methodology of Building/structures with detail execution drawings of GSF Hospital at Cossipore all as specified here-in-after (Ref Table-I at Ser Page No 17) consisting of following activities:-\nNote: Mobilization/demobilization charges for transportation of all men and machineries/equipment for conducting the survey work shall be deemed to be included in the quoted rate of the item and nothing extra shall be paid on this account.\n\n\n\n | 1 | Job | |
| 7 | 2.01 | Contd/___item No 2.00\nStructural audit of GSF Hospital at Cossipore shall include following details/activities :-\n(a) Brief description of the project and structure.\n(b) Presenting complete investigation data in the prescribed format including important observations during investigation.\n(c) Detailed specification in drawings showing all members of building/structure with specific highlight of members which are unsafe.\n(d) Remedial measures to be taken with brief specification and drawings.\n(e) The report shall contain sufficient coloured photographs of supercial exploration at site.\n(f) Design parameters relevant to the facility being proposed.\n(g) The report shall provide typical use of the model for arriving at the safe design loads on different forms of RCC structure and details on the suitability of different cross sections/grade imporvements schemes if found relevant in the project site.\n(h) The report shall swell upon various options to make the structural safety with respect to the existing structure.\n | |||
| 8 | 2.02 | Contd/___item No 2.00\n(j) Complete design of recommended structure including analysis of load carrying capacity using STAAD Pro or any software as approved by GE.\n(k) The report shall define special problems and concerns that may arise during or after construction.\n(l) Preparation of draft costed schedule of repair/retrofitting methodology.\n(m) The surperficial and technical investigation report in six sets and shall be vetted and approved by IIT/ Govt. engineering college as approved by GE. | |||
| 9 | 3 | To Carry out Visual Inspection and distress survey of entire building/structure and to carry out the Non destructive & destructive tests and to assess the extent of damages and prepare report & detail drawings of damages involved and proposed repair methodology of Building/structures with detail execution drawings of OHT at NEW Jheel Road Estate at Cossipore all as specified here-in-after (Ref Table-I at Ser Page No 17) consisting of following activities:-\nNote: Mobilization/demobilization charges for transportation of all men and machineries/equipment for conducting the survey work shall be deemed to be included in the quoted rate of the item and nothing extra shall be paid on this account.\n\n\n\n | 1 | Job | |
| 10 | 3.01 | Contd/___item No 3.00\nDetail report & drawings of OHT at NEW Jheel Road Estate at Cossipore containing the study on following findings and remedial proposal :\n(a) Brief description of the project and structure.\n(b) Presenting complete investigation data in the prescribed format including important observations during investigation.\n(c) Detailed specification in drawings showing all members of building/structure with specific highlight of members which are unsafe.\n(d) Remedial measures to be taken with brief specification and drawings.\n(e) The report shall contain sufficient coloured photographs of supercial exploration at site.\n(f) Design parameters relevant to the facility being proposed.\n(g) The report shall provide typical use of the model for arriving at the safe design loads on different forms of RCC structure and details on the suitability of different cross sections/grade imporvements schemes if found relevant in the project site.\n(h) The report shall swell upon various options to make the structural safety with respect to the existing structure.\n | |||
| 11 | 3.02 | Contd/___item No 3.00\n(j) Complete design of recommended structure including analysis of load carrying capacity using STAAD Pro or any software as approved by GE.\n(k) The report shall define special problems and concerns that may arise during or after construction.\n(l) Preparation of draft costed schedule of repair/retrofitting methodology.\n(m) The surperficial and technical investigation report in six sets and shall be vetted and approved by IIT/ Govt. engineering college as approved by GE. | |||
| 12 | 4 | To Carry out Visual Inspection and distress survey of entire building/structure and to carry out the Non destructive/destructive tests and to assess the extent of damages and prepare report & detail drawings of damages involved and proposed repair methodology of Building/structures with detail execution drawings of Khal Brigde at MSF Ishapore all as specified here-in-after (Ref Table-I at Ser Page No 17) consisting of following activities:-\nNote: Mobilization/demobilization charges for transportation of all men and machineries/equipment for conducting the survey work shall be deemed to be included in the quoted rate of the item and nothing extra shall be paid on this account.\n\n\n\n | 1 | Job | |
| 13 | 4.01 | Contd/___item No 4.00\nConducting structural audit of existing Khal Bridge near MSF including following activities:\n(a) Brief description of the project and structure.\n(b) Presenting complete investigation data in the prescribed format including important observations during investigation.\n(c) Detailed specification in drawings showing all members of building/structure with specific highlight of members which are unsafe.\n(d) Remedial measures to be taken with brief specification and drawings.\n(e) The report shall contain sufficient coloured photographs of supercial exploration at site.\n(f) Design parameters relevant to the facility being proposed.\n(g) The report shall provide typical use of the model for arriving at the safe design loads on different forms of RCC structure and details on the suitability of different cross sections/grade imporvements schemes if found relevant in the project site.\n\n | |||
| 14 | 4.02 | Contd/___item No 4.00\n(h) The report shall swell upon various options to make the structural safety with respect to the existing structure.\n(j) Complete design of recommended structure including analysis of load carrying capacity using STAAD Pro or any software as approved by GE.\n(k) The report shall define special problems and concerns that may arise during or after construction.\n(l) Preparation of draft costed schedule of repair/retrofitting methodology.\n(m) The surperficial and technical investigation report in six sets and shall be vetted and approved by IIT/ Govt. engineering college as approved by GE. | |||
| 15 | 5 | To Carry out Visual Inspection and distress survey of entire building/structure and to carry out the Non destructive & destructive tests and to assess the extent of damages and prepare report & detail drawings of damages involved and proposed repair methodology of Building/structures with detail execution drawings of GSF Blgd Nos 10 & 27 at Cossipore all as specified here-in-after (Ref Table-I at Ser Page No 17) consisting of following activities:-\nNote: Mobilization/demobilization charges for transportation of all men and machineries/equipment for conducting the survey work shall be deemed to be included in the quoted rate of the item and nothing extra shall be paid on this account.\n\n\n\n | 1 | Job | |
| 16 | 5.01 | Contd/___item No 5.00\nStructural audit of GSF Blgd Nos 10 & 27 at Cossipore shall include following details/activities :-\n(a) Brief description of the project and structure.\n(b) Presenting complete investigation data in the prescribed format including important observations during investigation.\n(c) Detailed specification in drawings showing all members of building/structure with specific highlight of members which are unsafe.\n(d) Remedial measures to be taken with brief specification and drawings.\n(e) The report shall contain sufficient coloured photographs of supercial exploration at site.\n(f) Design parameters relevant to the facility being proposed.\n(g) The report shall provide typical use of the model for arriving at the safe design loads on different forms of RCC structure and details on the suitability of different cross sections/grade imporvements schemes if found relevant in the project site.\n(h) The report shall swell upon various options to make the structural safety with respect to the existing structure.\n | |||
| 17 | 5.02 | Contd/___item No 5.00\n(j) Complete design of recommended structure including analysis of load carrying capacity using STAAD Pro or any software as approved by GE.\n(k) The report shall define special problems and concerns that may arise during or after construction.\n(l) Preparation of draft costed schedule of repair/retrofitting methodology.\n(m) The surperficial and technical investigation report in six sets and shall be vetted and approved by IIT/ Govt. engineering college as approved by GE. |
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