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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹27.4 L
EMD Value
₹54,780
Closing Date
9 Nov 2026, 4:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Shri MS Rathore
CHIEF CONSTRUCTION ENGINEER(RnD) NORTH DEVELOPMENT ENCLAVE RAO TULA RAM MARG BEHIND ARMY HQ CAMP DELHI CANTT
PRELIMINARY CONSULTANCY SERVICES FOR AUGMENTATION OF EXPLOSIVE PROCESSING FACILITY APEX AT TBRL RAMGARH CHANDIGARH
2026_DRDO_930564_1
CCE/RnD/N/TBRL/ENQ/OCT/2026-27
Open Tender
Miscellaneous Works
Item Rate
120 days
TBRL RAMGARH CHANDIGARH
Category n Class of Consultant All Consultants approved /shortlisted by HQ-DCWE in the list are eligible for participation in tender
5 documents required · 5 mandatory
₹0
₹54,780
CCE_RnD_NORTH
15 Oct 2026
15 Oct 2026
10 Nov 2026
16 Oct 2026
9 Nov 2026
28 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1For Preliminary Consultancy | |||||
| 1.01 | Providing preliminary consultancy for required infrastructure for project to be executed covering the scope of work, architectural planning for all building services, External & internal electrical installation,HVAC system, water supply system,Power backup, sanitary installation and drainage,Fire fighting System,communication System,Security and surveillance System,Access Control, Electrical calculations, HVAC and water requirement and boundry wall, furnishing, architectural drawings and preparation of Approximate Estimates, collection of market rate quotations, calculation of the plinth & floor areas, requirement of terms of facility required by user, preparation of schematic diagram as per requirement for internal and external service , Plumbing including sewage disposal, special items of work, furniture, Arboriculture LAN Telephone Network & complete security systems, covering complete scope of work as per direction of Engineer –In-Charge / User.
(Total Plinth Area - 9000 Sqm approx.)
The consultant shall be required to submit the following :-
(a) Requirements in terms of facilities required.
(b) Plinth / floor areas.
(c) Required power, water and other services.
(d) Preliminary line plans.
(e) Architectural plan, sections & elevations.
(f) Layout plan of the site showing proposed facilities and services.
(g) AE's alongwith Supporting quotations.
(h) Schematic diagram of all internal & external services.
(j) Presentation (PPT) including 3D rendered image of facility.
(k) Submission of detailed project report (DPR)
Note: Space Planning and preliminary desinging of all buildings and related strcutures should be prepared in consultation with CFEES. Refer Scope of work. | 1 | Job | - | - |
| 2Soil Investigation Preparation & Submission of detailed soil investigation reports including safe bearing capacity of soil, safe load carying capacity of soil for particular type of foundation and bore log data etc. complete as directed by Engineer-in-Charge ( Area = 20 Acre approx) | |||||
| 2.01 | Mobilization of tools and equipment's from laboratory to site for conducting Soil Investigation works and topographical survey work and demobilization completely. (Area approx - 20 Acre). | 1 | Job | - | - |
| 2.02 | Drilling through all types of soil up to required depth and collecting data and samples at depth of 01 m interval using suitable equipments and machinery sample & test. | - | - | - | - |
| 2.03 | (a) Boring of 100/150 mm dia bore holes in all types of soil. | 30 | Metre | - | - |
| 2.04 | (b) Boring in hard rock / soft rock using TC/Diamond bit and extracting rock cores of 50 mm dia. | 30 | Metre | - | - |
| 2.05 | Carrying out various laboratory tests of soil samples at alternate depths (whichever is applicable) as per IS: 1892 and 2131 at depth or 1 mtr, 2 mtr,3 Mtr and submitting results as specified.
(i) Moisture content
(ii) Specific gravity
(iii) Bulk and dry density
(iv) Grain size analysis
Sieve analysis, Hydro meter analysis
(v) Atterberg's limit
Liquid limit, Plastic limit, Shrinkage limit
(vi) Consolidation and voids ratio
(vii) Ground water table
(viii) type of foundation | 20 | Per BH | - | - |
| 2.06 | Conducting CBR (Calfornia Bearing Ratio) test for construction of road and pavement. | 5 | Per test | - | - |
| 2.07 | Plate load test | 2 | each | - | - |
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