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Provision Of Certain Preparotory Work, Soil Provision Of Certain Preparotory Work, Soil Investigation And Topographical Survey For Creation Of Permanent Infrastructure Of Cunpuk At New Delhi Under Ge Project East Delhi Cantt-10, delhi-Delhi

Military Engineer Services-MES has published Provision Of Certain Preparotory Work, Soil Provision Of Certain Preparotory Work, Soil Investigation And Topographical Survey For Creation Of Permanent Infrastructure Of Cunpuk At New Delhi Under Ge Project East Delhi Cantt-10. Submission Date for this Tender is 06-09-2022. Infrastructure Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

33540848
Corrigendum : Provision Of Certain Preparotory Work, Soil Provision Of Certain Preparotory Work, Soil Investigation And Topographical Survey For Creation Of Permanent Infrastructure Of Cunpuk At New Delhi Under Ge Project East Delhi Cantt-10
Open Tender
Indian
Delhi
delhi
06-09-2022

Tender Details

Provision Of Certain Preparotory Work, Soil Provision Of Certain Preparotory Work, Soil Investigation And Topographical Survey For Creation Of Permanent Infrastructure Of Cunpuk At New Delhi Under Ge Project East Delhi Cantt-10

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 23-Aug-2022 BID SUBMISSION DATE CHANGE Date 06-09-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 22000.0 /-
Tender Value
INR 11.50 Lakhs /-

BOQ Items

Name of Work: PROVISION OF CERTAIN PREPAROTORY WORKSOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR CREATION OFPERMANENT INFRASTRUCTURE OF CUNPUK ATNEW DELHIUNDER GE PROJECT EASTDELHI CANTT-10
Sl. No. Item Description
1M&L for carrying out the laboratory test/filled test for soil investigation work in any type of soil/rock/boulders/hard dense soil as under and submitting the report in triplicate complete bounded in hard copy as well in CD as soft copy displaying CA No/Job No and name of work:- (i) Drilling bore holes down to various depth or refusal whichever is encounted earlier below groundtoa depth down to 15 mtr. (ii)Collecting disturbed and undisturbed sampleof soil. (iii) Conductingstandard penetration test as per relevantIS Code. (iv) Recordingwaterlevel. (v) Conducting liquidlimit and plastic limit test and findout sulphate content for the sample encounted in thestrata. (vi) Carrying out Hydrometrictests sieve analysis and index properties. (vii) Report consisting of theborelogproperties ofthe soil of each strata suggesting for the depth,type of the foundationandbearing capacity of the soil & technical detailsand recommendation for footing of building like single/double/triple srorey and (B+G+4) as required. (viii)The soil investigationmust be carried out at thelocation complete all as directed by Engineer-in Charge. Soilinvestigation/testing shallbe done asper latest relvant IS code complete all as specified anddirected by Engineer-in-Charge.
2Conducting detailed topographical survey by using Total Station (Laser Survey Eqpt) i.e pin to point all sailent features such as roads, boundary wall, electric/telephone line, nallah, drain, trees hard standing etc. Taking boundary measurement, internal angles, north direction taking spot levels at 5 metre x 5 metre grid in both direction marking of contours at required interval preparation of survey drawing on autocad post and supplying the survey drawing (04 No hardcopy and two soft copy) complete all as specified and directed byEngr-in Charge.
3M&L for cutting of vegetations, bushes, plants , small trees (girth less than 15 cm), pruning of trees is to be done as per siterequirement for manuvering of manpower etc by manually or machanically as required as per site condition and cleaning of site by removing rubbishes, debris, bushes, vegetations etc out of MoD land and marking numbering on treeswith synthetic enamel paint (girth more than 15 cm ) complete all as specified and directed byEngr-in Charge. Note:- Contractor shall deploy adequte Nos of labour and required No of JCB with fuel and operator to complete the work.
4M&L providing 04 Nos of boundary demarcation Precast pillar of RCC M25 grade of size 150mm X150mm and 1.50 Mtr in ht with PCC 1:2:4 around andin foundation ,duly marked/ embedded as "MES" at four corners duly fixed by GPS system on corner 1: Latitude (N) 28 degree 32" 34.44" N , & Longitude (E) 77 degree 07" 59.37" E, Corner No 2:Latitude (N) 28 degree 32" 32.54" N , & Longitude (E) 77 degree 08" 5.43" E, Corner No 3:Latitude (N) 28 degree 32" 35.83" N , & Longitude (E) 77 degree 08" 6.5" E, Corner No 4:Latitude (N) 28 degree 32" 37.46" N , & Longitude (E) 77 degree 08" 0.60" E, etc including necessary excavation, earth filling/returning filling and removal of earth,etc., complete all as specified and directed byEngr-in Charge.
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