Loading
Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC MIG 2B 83 H NO 65 5 466 GULLALAPALEM SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC Accepted being quoted rates are reasonable and workable | |
| 2 | L2₹4.9 Cr+₹3.1 L (0.64%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹5.9 Cr+₹1.1 Cr (21.7%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹6.3 Cr+₹1.4 Cr (29.3%)Rejected-Finance D NO 50 53 2 5 FLAT NO 504 SRI SAI VENKATESWARA RESIDENCY NE LAYOUT SEETHAMMADHARA VISAKHAPATNAM 530 013 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530013 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹6.9 Cr+₹2.0 Cr (41.5%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | SRI SURYA PROJECTS H6 | anjaliinfratech H1 | M G Rajeev and Co. H5 | K KUMAR RAJA PROJECTS P LIMITED H4 | Mahamaruti Constructions H3 | SVC PROJECTS PVT. LTD H2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE "A" PART - I [CIVIL WORKS] | |||||||||
| 1.01 | Demolition of Cement Concrete in ground floors and pavings n exec 15 cm thickness (below or above ground level) of concrete complete all as specified and as directed by Engineer-in-Charge. | 100 | Cum | 400 ₹40,000 Lowest | 1,350 ₹1,35,000 | 810 ₹81,000 | 600 ₹60,000 | 1,000 ₹1,00,000 | 1,800 ₹1,80,000 |
| 1.02 | Removing demolished building materials/debris etc to a distance exc 1.50Km and n.exc 10Km beyond the lead included in the rates including loading and unloading and depositing outside the MD land at GVMC designated places complete all as specified and as directed by Engineer-in-Charge. | 80 | Cum | 500 ₹40,000 | 580 ₹46,400 | 810 ₹64,800 | 2,500 ₹2,00,000 | 800 ₹64,000 | 450 ₹36,000 Lowest |
| 1.03 | M&L for 100 mm thick vaccum dewatered concrete flooring using M-20 grade design mix concrete by vaccum processing with use of suction mat and vaccum pump and trowelling the surface with skim floater including sprinkling floor hardner @ 5 kg/sqm over concrete surface while it is green and the surface finished mechanically even and smooth complete all as specified and directed by Engr-in-Charge. | 1,000 | Sqm | 500 ₹5,00,000 Lowest | 1,550 ₹15,50,000 | 5,400 ₹54,00,000 | 1,000 ₹10,00,000 | 900 ₹9,00,000 | 1,500 ₹15,00,000 |
| 1.04 | M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU (without aggregate powder) to be laid at 2mm thickness as a topping. Above flooring is to be laid on the existing concrete floor post surface preparation which involves removing of vinyl sheets and the glue beneath it with stiff brushes/ by mechanical means; previously damaged resin flooring patches to be removed completely, minor undulations and concrete patches are to be repaired with fast setting EPU patching compound, floor cracks to be cut opened in V groove and treated with epoxy primer and mortar, construction joints to be opened at 15mm width and required depth and filled with epoxy mortar, anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge.
Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered. | 3,000 | Sqm | 2,150 ₹64,50,000 Lowest | 3,500 ₹1,05,00,000 | 2,700 ₹81,00,000 | 2,700 ₹81,00,000 | 3,000 ₹90,00,000 | 5,000 ₹1,50,00,000 |
| 1.05 | M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU to be laid at 2mm thickness as a topping. Above flooring to be laid on the fresh concrete floor post surface preparation which involves grinding the floor by mechanical means; anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge.
Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered. | 1,000 | Sqm | 2,050 ₹20,50,000 Lowest | 4,100 ₹41,00,000 | 2,700 ₹27,00,000 | 2,400 ₹24,00,000 | 3,200 ₹32,00,000 | 4,800 ₹48,00,000 |
| 1.06SUB TOTAL OF SCHEDULE "A" PART - I | |||||||||
| 2.00SCHEDULE "A" PART - II [EOT CRANES] | |||||||||
| 2.01 | Dismantling and taking down existing EOT crane, old angular bus bars, MS railing with all connected mountings carefully using necessary tools and plants from existing place of capacity 5/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge.
Notes :-
(i) Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge
(ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate. | 1 | Job | 1,50,000 ₹1,50,000 | 2,25,000 ₹2,25,000 | 1,35,000 ₹1,35,000 Lowest | 1,89,000 ₹1,89,000 | 1,60,000 ₹1,60,000 | 1,90,000 ₹1,90,000 |
| 2.02 | Dismantling and taking down existing EOT crane, old angular bus bars, MS railing with all connected mountings carefully using necessary tools and plants from existing place of capacity 3/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge.
Notes:-
(i) Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge
(ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate. | 1 | Job | 1,50,000 ₹1,50,000 | 2,25,000 ₹2,25,000 | 1,35,000 ₹1,35,000 Lowest | 1,89,000 ₹1,89,000 | 1,60,000 ₹1,60,000 | 1,90,000 ₹1,90,000 |
Tender Value
₹8.1 Cr
EMD Value
₹7.3 L
Closing Date
10 Mar 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DDG and CE
Office of the Director General Naval Projects Naval Base Post Visakhapatnam 530 014
Cranes
2024_MES_689094_1
DDG CE V TOKEN 06 OF 2024- 2025
Open Tender
Machineries/ Mechanical Engg Items
Item Rate
365 days
Visakhapatnam
As per NIT
8 documents required · 8 mandatory
₹3,000
Yes
₹7.3 L
Yes
DDG CE Conference hall
11 Jun 2025
17 Dec 2024
17 Mar 2025
17 Dec 2024
10 Mar 2025
28 Feb 2025
17 Dec 2024 - 22 Jan 2025
6 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE "A" PART - I [CIVIL WORKS] | |||||
| 1.01 | Demolition of Cement Concrete in ground floors and pavings n exec 15 cm thickness (below or above ground level) of concrete complete all as specified and as directed by Engineer-in-Charge. | - | Cum | 1.25 | - |
| 1.02 | Removing demolished building materials/debris etc to a distance exc 1.50Km and n.exc 10Km beyond the lead included in the rates including loading and unloading and depositing outside the MD land at GVMC designated places complete all as specified and as directed by Engineer-in-Charge. | - | Per Load | - | - |
| 1.03 | M&L for 100 mm thick vaccum dewatered concrete flooring using M-20 grade design mix concrete by vaccum processing with use of suction mat and vaccum pump and trowelling the surface with skim floater including sprinkling floor hardner @ 5 kg/sqm over concrete surface while it is green and the surface finished mechanically even and smooth complete all as specified and directed by Engr-in-Charge. | 1,000 | Sqm | 100 | ₹1,00,000 |
| 1.04 | M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU (without aggregate powder) to be laid at 2mm thickness as a topping. Above flooring is to be laid on the existing concrete floor post surface preparation which involves removing of vinyl sheets and the glue beneath it with stiff brushes/ by mechanical means; previously damaged resin flooring patches to be removed completely, minor undulations and concrete patches are to be repaired with fast setting EPU patching compound, floor cracks to be cut opened in V groove and treated with epoxy primer and mortar, construction joints to be opened at 15mm width and required depth and filled with epoxy mortar, anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge.
Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered. | 3,000 | Sqm | 53 | ₹1,59,000 |
| 1.05 | M & L for resin flooring of 5mm thick resin rich epoxy polyurethane flooring with epoxy primer and 3mm high strength epoxy screed over which 2 component pigmented EPU to be laid at 2mm thickness as a topping. Above flooring to be laid on the fresh concrete floor post surface preparation which involves grinding the floor by mechanical means; anchor grooves (above 10mm x 10mm) made across the floor and at the termination points of floor topping, surface should be subjected to mechanical scarification / grinding followed by cleaning with vacuum cleaner. Epoxy polyurethane flooring to be able to withstand liveloads upto 2 Tons / Sqm complete all as specified and as directed by Engineer-in-Charge.
Note: Above flooring to be executed by applicator authorised by manufacturer with necessary quality parameters checklist. Execution should comply with technical data sheets of manufacturer and all necessary controls like moisture checks, drying time, sealer coats etc., to be adhered. | 1,000 | Sqm | 53 | ₹53,000 |
| 1.06 | SUB TOTAL OF SCHEDULE "A" PART - I | - | - | - | - |
| 2SCHEDULE "A" PART - II [EOT CRANES] | |||||
| 2.01 | Dismantling and taking down existing EOT crane, old angular bus bars, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 5/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge.
Note :- (i) Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate. | 1 | Job | 10 | ₹10 |
| 2.02 | Dismantling and taking down existing EOT crane, old angular bus bars, ISMC with all connected mountings carefully using necessary tools and plants from existing place of capacity 3/1 Ton and handing over to storeyard of user department, complete all as specified and directed by Engr-in-Charge.
Note :-Contractor is completely responsible for damage caused to the existing structures, walls, floors etc during the dismantling and to be repaired at his own cost to the satisfaction of Engg-in-Charge (ii) Necessary transportation, mobile crane, trailer etc required will be deemed to be included in quoted rate. | 1 | Job | 11 | ₹11 |
stage.html
html • 0.07 MB
techsummary_771361.pdf
PDF • 1.62 MB
BOQ Comparative Chart
xlsx • 0.02 MB
finsummary_771361.pdf
PDF • 0.44 MB
3456AoC.pdf
PDF • 0.95 MB
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
BOQ.xls
BOQ • 0.42 MB
Tenderdocument.pdf
Tender Documents • 1.06 MB
Tenderdocument_2.pdf
Tender Documents • 0.64 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .