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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-AOC SHREE SHYAM SADAN 10 2 PARAS SOCIETY PANCHVATI JAMNAGAR GUJARAT 361008 | JAMNAGAR | GUJARAT | 361008 | ₹11.0 Cr Quoted ₹11.1 Cr | L1 | Accepted-AOC LOWEST |
| 2 | L2₹12.1 Cr+₹98.3 L (8.86%)Rejected-Finance MIG 76 DR NO 39 33 146 2 3 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530 018 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530018 | ₹12.1 Cr+₹98.3 L (8.86%) | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹12.4 Cr+₹1.3 Cr (11.7%)Rejected-Finance | ₹12.4 Cr+₹1.3 Cr (11.7%) | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹12.7 Cr+₹1.6 Cr (14.2%)Rejected-Finance D NO 58 21 50 BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | ₹12.7 Cr+₹1.6 Cr (14.2%) | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹12.7 Cr+₹1.6 Cr (14.8%)Rejected-Finance 101 VRAJ APARTMENT OPP POLICE HEAD QUARTERS SARU SECTION ROAD JAMNAGAR 381008 | JAMNAGAR | 381008 | ₹12.7 Cr+₹1.6 Cr (14.8%) | L5 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹14 Cr
EMD Value
₹10.3 L
Closing Date
28 May 2025, 6:00 pmClosed
CHIEF ENGINEER NAVY VISAKHAPATNAM
CHIEF ENGINEER NAVY STATION ROAD VISAKHAPATNAM
ADDITIONS/ ALTERATIONS AND SPECIAL REPAIRS TO BUILDING P-59, P-61 AND P-69 AT SVN COLONY, VISAKHAPATNAM
2025_MES_706098_1
85461
Open Tender
Civil Works
Item Rate
365 days
VISAKHAPATNAM
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹3,000
Garrison Engineer ND Visakhapatnam
₹10.3 L
Yes
10 Jun 2025
30 Apr 2025
30 May 2025
30 Apr 2025
28 May 2025
21 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal existing treatment any type, any thickness and their Roughening surfaces of old concrete floor or concrete surfaces by picking, sweeping clean and washing down with water to remove dust, etc., all as specified and as directedfrom 13th Storey to 16th Storey. | 1,200 | Sq. M | - | - |
| - | Brushing neat cement slurry with 3 Kg of cement per square metre from 13th Storey to 16th Storey all as specified and as directed. | 1,200 | Sq. M | - | - |
| - | M&L for rendering 15 mm th in CM 1:4 on concrete srfaces to make surface smooth to receive water proof treatment including mixing WPC as per manufacturing instructions on 10th Storey all as specified and as directed. Note: WPC measured and paid separately . | 1,200 | Sq. M | - | - |
| - | Supply only Integral water proofing compound | 310 | Kg | - | - |
| - | S&F of APP based polymeric water proofing membrane priming the surface with a coat of cold applied bituminous primer " 0.50 Kg/Sqm, applying a coat of Blown Bitumen of grade 85/25 @ 1.2 Kg/Sqm, laying Polymeric water proofing membrane of weight not less than 150 Grams per Sqm by torch application with side over lap of 100 mm & end over lap of 150 mm & tucked into the chases on vertical surfaces by thermo fusion including applying a coat of Blown Bitumen of grade 85/25 " 1.2 Kg/Sqm on 10th storey complete all as specifed and as directed. | 1,200 | Sq. M | - | - |
| - | S & F Cement Concrete tiles 250 x 250 x 22 mm thick machine pressed, jointed and pointed in neat cement mortar 1:4 (Joint thickness not exceed 5mm) over and including screed bed 20 mm thick in cement mortar 1:3 ,mixed weight water proofing compound and finishing the surfcae even and smooth without using extra cement on 10th storey complete all as specifed and as directed. | 1,200 | Sq. M | - | - |
| - | Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness all as specified and as directed. | 245 | Cu. M | - | - |
| - | All as per above item but from 5th Storey to 8th Storey | 241 | Cu. M | - | - |
| - | All as per above item but from 9th Storey to 10th Storey | 111 | Cu. M | - | - |
| - | M&L for 25 mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in sub base of floors all as specified and as directed. | 2,282 | Sq. M | - | - |
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