}

Job Work Soil Investigation-Provision Of Otm Accn Including Vehicle Dispersal Area (50 X 110M) For 44 Coy Asc (Sup) Type E At Lucknow And Go Ahead Sanction For Preparation Of Dpr For Provision Of Tech Accn & Allied Infra Incl Certain Enabling Wks For , GE (Project) Lucknow-Uttar Pradesh

Military Engineer Services-MES has published Job Work Soil Investigation-Provision Of Otm Accn Including Vehicle Dispersal Area (50 X 110M) For 44 Coy Asc (Sup) Type E At Lucknow And Go Ahead Sanction For Preparation Of Dpr For Provision Of Tech Accn & Allied Infra Incl Certain Enabling Wks For . Submission Date for this Tender is 19-08-2020. Detail Project Report Tenders in GE (Project) Lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25058011
Corrigendum : Job Work Soil Investigation-Provision Of Otm Accn Including Vehicle Dispersal Area (50 X 110M) For 44 Coy Asc (Sup) Type E At Lucknow And Go Ahead Sanction For Preparation Of Dpr For Provision Of Tech Accn & Allied Infra Incl Certain Enabling Wks For
Open Tender
Indian
Uttar Pradesh
GE (Project) Lucknow
19-08-2020

Tender Details

Job Work Soil Investigation-Provision Of Otm Accn Including Vehicle Dispersal Area ( 50 X 110M ) For 44 Coy Asc ( Sup ) Type E At Lucknow And Go Ahead Sanction For Preparation Of Dpr For Provision Of Tech Accn & Allied Infra Incl Certain Enabling Wks For Command Hospital At Lucknow ( Amwp 2019-20 / List V / Ser 01 ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Aug-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-08-2020

Key Value

Document Fees
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EMD
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Tender Value
INR 5.57 Lakhs /-

BOQ Items

Name of Work: Job No :C-1463 - Provn of OTM accn incl veh dispersal area (50 X 110M) FOR 44 Coy ASC (Sup) Type 'E' at Lucknow and Go ahead sanction for preparation of DPR for Provn of Tech Accn & Allied Infra incl certain enabling wks for Command Hospital at Lucknow (AMWP 2019-20/List V/Ser 01).
Sl.No. Item Description / Specification of items Item Code / Make Qty Units
1 1 PROVN OF OTM ACCN INCL VEH DISPERSAL AREA (50X110m) FOR 44 COY ASC (SUP) TYPE 'E' AT LUCKNOW \n(Soil Investigation required as mentioned) \n1. Carrying out bore holes 6 mtr depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.2M, 1.5M & 1.8 M depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1981, IS 1904-1986 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report in quardruplicate alongwith a soft copy complete all as specified and directed by Engr-in-Charge. \n(43 Nos of bore holes X 06 Mtr Depth = 258.00 RM Total Depth )\n(02 Nos of bore holes X 10 Mtr Depth = 20.00 RM Total Depth)\n2. -Ditto- all as per item No. 1 above but depth upto 3.00 mtrs for CBR value of Hard standing pron and paved assembly area, road, Basket ball court, and compound wall complete all as specified and directed by Engr-in-Charge. \n(11 Nos of bore holes X 03 Mtr Depth = 33.00 RM Total Depth)\n(Complete one job) item 1 1 Each Job
2 2 GO AHEAD SANCTION FOR PREPARATION OF DPR FOR PROVN OF TECH ACCN & ALLIED INFRA INCL CERTAIN ENABLING WKS FOR COMMAND HOSPITAL AT LUCKNOW (Soil Investigation required as mentioned) \n1. Carrying out bore holes upto specified depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.2M, 1.5M, 2.0 M, & 2.5m depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1986, IS 1904-1986 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report including site plan showing the location of bore holes and GL in quardruplicate alongwith a soft copy complete all as specified and directed by Engr-in-Charge. \n(17 Nos of bore holes X 06 Mtr Depth = 102.00 RM Total Depth )\n(05 Nos of bore holes X 21 Mtr Depth = 105.00 RM Total Depth)\n2. -Ditto- all as per item No. 1 above but depth upto 3.00 mtrs for CBR value of new road complete all as specified and directed by Engr-in-Charge. \n(02 Nos of bore holes X 03 Mtr Depth = 06.00 RM Total Depth)\n(Complete one job) item2 1 Each Job
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