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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹14.5 L Quoted ₹14.7 L | L1 | Accepted-AOC acceptance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not fulfiling Work Experience Criteria and Establishment Criteria |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not fulfiling Work Experience Criteria and Establishment Criteria |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L1 |
|---|---|---|---|---|
| 1.00 | M&L Providing Consultancy Services for preparation of preliminary Architectural and structural design with drawings, detailed architectural and structural design with drgs (proof checking and duly vetting by approved IIT Mumbai, IIT Kanpur, IIT Delhi, IIT Madras, IIT Kharagpur & IIT Dhanbad, schedule of finishes, typical drawings, foundation details, design calculations, preparation of detailed Estimate including DSR and non DSR item, yardstick, Plinth area rates, Abstract & Market rate analysis of each items of all sch ‘A’ including BOQ & taking of quantities and abstract prices in DSR and submission of detailed market rate analysis for each items including internal and external services with fitting and fixtures, circuit diagrams, schematic diagrams alongwith quotations complete for purposed augmentation and upgradation of Dept at ND (Mumbai) The details of scope of work are as follows. | 1 | JOB | 11,44,000 ₹11,44,000 Lowest |
| 1.01Construction of building with 02 floors (G+1) and mezzanine floor to permanent specification in RCC framed structure with M-30 design mix concrete in columns and beams, block masonry, joinery with aluminum doors and windows and partitions, ceiling, roof treatment all as specified. (a) Construction of Ground Floor of G+1 Building of Work shop. (Plinth area 680 sqm) Height of Bldg= 10 Mtr. (b) Mezzanine floor of height 4.00m (i) Procurement cell (ii) Foremen cabin (iii) AMYAS Office (iv) Control Cell (v) JM YAS Office (vi) Record Room (vii) Officer WC & Bath room (viii) Ladies WC & Bath room (ix) Motivational Room (x) Pantry (xi) Conference room (xii) WC & Bath room (xiii) Store room (xiv) Supervisor change room with dining hall (xv) Supervisor working table with sitting arrangement (xvi) ForMan Change Room with dining hall (xvii) IMS Cell (xviii) Passage | ||||
| 1.021st floor of height 4.00 m Area = 24.0 x 20.0 = 480 Sqm for Workers assembly hall, Workers recreation room, Workers dining room, Workers changing room, pantry, passage, Ladies changing room, dining room and toilets. Running rails base plates nuts bolts for EOT crane. Fire alarm Fire fighting EOT Crane Solar power plant Electric supply Water supply Cooling appliance Air conditioning | ||||
| 1.03BOQ and stage wise yardstick on the format given by contract section shall be submitted to the contract section for approval. To submit integrated project execution schedule for the work, CPM chart showing various activities in the work project execution schedule to be on PERT. The Consultant shall mandatorily submit costed schedules of work along with a comprehensive comparative statement for the subject work namely- | ||||
| 1.04Schedules shall be prepared in consultation with the GE and shall be accompanied by detailed rate analysis for all non-DSR items for obtaining Technical Sanction. The consultant shall ensure that all rates, specifications, quantities and analysis are technically sound, duly justified and in conformity with prevailing standards and departmental norms. The report, along with the aforesaid schedules, comparative statement, detailed specifications and supporting documents shall be submitted only after obtaining approval from the Planning and Works Section. Any omission, discrepancy, unsupported rate or deviation from prescribed norms shall be liable for rejection and the Consultant shall be responsible for rectification without any additional financial implication to the department. Consultant shall give certificate stating that existing structure is capable to take design load /stress which may occur during and after construction of above floor/ facilities. During the execution if any changes due to technical/ site requirement/ due to any lapses in design consultant shall repute suitable rep to resolve the issue without any additional charges. | ||||
| 2.00Soil Investigation | ||||
| 2.01To carry out soil investigation at the proposed site for upgradation and augmentation at ND (MBI) to ascertain soil profiles/proportion to determine safe bearing capacity complete with field and lab investigation according to relevant specification of IS 2131, IA 6403, IS 1498 & IS 2720. | ||||
| 2.02 | Mobilization of boring equipment and necessary skilled workers to the locations and between the boreholes.
Note: Rate also includes for shifting the rig between locations and demobilization of the same on completion of Job. | 1 | L/S | 50,000 ₹50,000 Lowest |
| 2.03 | Material and Labor for drilling 150mm diameter bore holes as per IS Specification to conduct various test including Standard Penetration Test (SPT).
(a) Bore Hole
(i) No of bore holes = 02
(ii) Depth of Each bore hole = 10m or upto refusal (n>50) or 3 m in rock whichever meet first | 1 | L/S | 1,80,000 ₹1,80,000 Lowest |
| 2.04 | Trail Pit = 01 No. of Trail Pit size 1.2mx1.2m x3m depth, 5m away from the bore holes (both centrally placed) | 1 | L/S | 1,00,000 ₹1,00,000 Lowest |
Tender Value
₹15.6 L
EMD Value
₹31,100
Closing Date
5 Aug 2026, 6:00 pmClosed
Sr DDG and CE
DGNP MBI,Naval Dockyard
CONSULTANCY FOR AUGMENTATION AND UPGRADATION OF DEPT AT ND (MBI)
2026_MES_774517_1
8579
Open Tender
Civil Works - Others
Lump-sum
182 days
NAVAL DOCKYARD
Please refer Tender documents
9 documents required · 9 mandatory
₹500
DGNP Mumbai
₹31,100
16 Sept 2026
24 Jun 2026
12 Aug 2026
24 Jun 2026
5 Aug 2026
22 Jul 2026
24 Jun 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L Providing Consultancy Services for preparation of preliminary Architectural and structural design with drawings, detailed architectural and structural design with drgs (proof checking and duly vetting by approved IIT Mumbai, IIT Kanpur, IIT Delhi, IIT Madras, IIT Kharagpur & IIT Dhanbad, schedule of finishes, typical drawings, foundation details, design calculations, preparation of detailed Estimate including DSR and non DSR item, yardstick, Plinth area rates, Abstract & Market rate analysis of each items of all sch ‘A’ including BOQ & taking of quantities and abstract prices in DSR and submission of detailed market rate analysis for each items including internal and external services with fitting and fixtures, circuit diagrams, schematic diagrams alongwith quotations complete for purposed augmentation and upgradation of Dept at ND (Mumbai) The details of scope of work are as follows. | 1 | JOB | - | - |
| 1.01 | Construction of building with 02 floors (G+1) and mezzanine floor to permanent specification in RCC framed structure with M-30 design mix concrete in columns and beams, block masonry, joinery with aluminum doors and windows and partitions, ceiling, roof treatment all as specified.
(a) Construction of Ground Floor of G+1 Building of Work shop. (Plinth area 680 sqm) Height of Bldg= 10 Mtr.
(b) Mezzanine floor of height 4.00m
(i) Procurement cell
(ii) Foremen cabin
(iii) AMYAS Office
(iv) Control Cell
(v) JM YAS Office
(vi) Record Room
(vii) Officer WC & Bath room
(viii) Ladies WC & Bath room
(ix) Motivational Room
(x) Pantry
(xi) Conference room
(xii) WC & Bath room
(xiii) Store room
(xiv) Supervisor change room with dining hall
(xv) Supervisor working table with sitting arrangement
(xvi) ForMan Change Room with dining hall
(xvii) IMS Cell
(xviii) Passage | - | - | - | - |
| 1.02 | 1st floor of height 4.00 m Area = 24.0 x 20.0 = 480 Sqm for Workers assembly hall, Workers recreation room, Workers dining room, Workers changing room, pantry, passage, Ladies changing room, dining room and toilets.
Running rails base plates nuts bolts for EOT crane.
Fire alarm
Fire fighting
EOT Crane
Solar power plant
Electric supply
Water supply
Cooling appliance
Air conditioning | - | - | - | - |
| 1.03 | BOQ and stage wise yardstick on the format given by contract section shall be submitted to the contract section for approval.
To submit integrated project execution schedule for the work, CPM chart showing various activities in the work project execution schedule to be on PERT.
The Consultant shall mandatorily submit costed schedules of work along with a comprehensive comparative statement for the subject work namely- | - | - | - | - |
| 1.04 | Schedules shall be prepared in consultation with the GE and shall be accompanied by detailed rate analysis for all non-DSR items for obtaining Technical Sanction. The consultant shall ensure that all rates, specifications, quantities and analysis are technically sound, duly justified and in conformity with prevailing standards and departmental norms. The report, along with the aforesaid schedules, comparative statement, detailed specifications and supporting documents shall be submitted only after obtaining approval from the Planning and Works Section. Any omission, discrepancy, unsupported rate or deviation from prescribed norms shall be liable for rejection and the Consultant shall be responsible for rectification without any additional financial implication to the department.
Consultant shall give certificate stating that existing structure is capable to take design load /stress which may occur during and after construction of above floor/ facilities. During the execution if any changes due to technical/ site requirement/ due to any lapses in design consultant shall repute suitable rep to resolve the issue without any additional charges. | - | - | - | - |
| 2Soil Investigation | |||||
| 2.01 | To carry out soil investigation at the proposed site for upgradation and augmentation at ND (MBI) to ascertain soil profiles/proportion to determine safe bearing capacity complete with field and lab investigation according to relevant specification of IS 2131, IA 6403, IS 1498 & IS 2720. | - | - | - | - |
| 2.02 | Mobilization of boring equipment and necessary skilled workers to the locations and between the boreholes.
Note: Rate also includes for shifting the rig between locations and demobilization of the same on completion of Job. | 1 | L/S | - | - |
| 2.03 | Material and Labor for drilling 150mm diameter bore holes as per IS Specification to conduct various test including Standard Penetration Test (SPT).
(a) Bore Hole
(i) No of bore holes = 02
(ii) Depth of Each bore hole = 10m or upto refusal (n>50) or 3 m in rock whichever meet first | 1 | L/S | - | - |
| 2.04 | Trail Pit = 01 No. of Trail Pit size 1.2mx1.2m x3m depth, 5m away from the bore holes (both centrally placed) | 1 | L/S | - | - |
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