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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 CrAdmitted-Finance DOOR NO 39 5 27 1 MURALINAGAR INDUSTRIAL ESTATE PO VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | L1 | Admitted-Finance | |
| 2 | L2₹37.9 Cr+₹1.2 Cr (3.32%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sree karthika fabs L1 | SHELL REFRACTORIES and INSULATIONS L2 |
|---|---|---|---|---|---|
| 1.00Schedule "A" Part - I [COFFERDAM] [TEMPORARY STRUCTURE] | |||||
| 1.10 | Consultancy, design and execution for proposed cofferdam around the existing slipway duly vetted by any IIT/NIT to facilitate execution of repair/ replacement of work covered under schedule 'A' Part-II to Part -VII as under:-
(i) Replacement of above water/under water rails of slipway total 2400 RM (Appx.) (32 Nosx75m) including base plates, fish plates, projecting bolts, rails in transition and inclined area including under water portion. | 1 | Job | 26,16,00,000 ₹26,16,00,000 | 18,18,55,000 ₹18,18,55,000 Lowest |
| 1.20Item No. 1.1 (Contd....,) :- (ii) Slipway repairs are to be carried out after dewatering the area by installing suitable cofferdam / sheet pile structure and bailing out water using high discharge pumps etc. Silt deposited over the slipway slab to be removed and disposed off at designated locations. (iii) Necessary demolition of RCC/PCC below/around rails, removal of existing rails, fixtures, bolts, plates etc. to be carried out. (iv) Structural members to be checked for integrity, any structural damages, crack, spalling etc. duly vetted by team of IIT/NIT and necessary structural repairs as necessary to be carried out as per methodology given by IIT/NIT inspection team. (v) New bolts are to be installed by drilling into slipway slab and fixing with lock fix chemicals/grouts, fixing new rails on base plates with necessary clamps, fish plates and other accessories, provision of sacrificial anodes along the length of rails for corrosion protection. (vi) Laying of necessary wiring/connections and connecting with existing ICCP panel including replacement of ICCP panel components as required for making the ICCP system fully operational, relaying PCC/RCC as required to encase the sides of rails as per original slope, alignment and profiles to match the existing rail system. | |||||
| 1.30Item No. 1.1 (Contd....,) :- (vii) Adequate working space around existing slipway shall be considered including accessibility provision inside the cofferdam area for men & material. (viii) Prior to finalization of scope of repair works and methodology of execution, the site shall be inspected by expert team from any IIT and provide vetted inspection reports of below water and above water structures duly recommending the methodology of execution of the repair works. (ix) The quoted rate of this item shall also include dewatering inside cofferdam on regular basis as required, desilting washing and cleaning of deposited silt from slipway area and execution of work in water/wet conditions. No extra payment shall be admissible for execution of works under such conditions. (x) Quoted rates also includes cost for carrying out EPC, NDT testing, engagement of expert agencies and diving teams and other requirement etc. as required for inspection and assessment. (xi) Repair/replacement of berth rails and other repair/ strengthening work as proposed by expert IIT/NIT team is to be executed under relevant items. | |||||
| 1.40Item No. 1.1 (Contd....,) :- Note: The payment schedule of this item is as under:- (a) Design consultancy & Approval of design-1% (b) Construction of cofferdam based on approved design-54% (c) De watering, desilting, washing & cleaning of slipway slab -15% (d) Visit of IIT/NIT team for site inspection and submission of vetted inspection report recommending the methodology for execution of repair works-10% (e) De erection of cofferdam including removal of cofferdam material from the site and necessary wiring/connections and connecting with existing ICCP panel including replacement of ICCP panel components as required for making the ICCP system fully operational-20%. | |||||
| 2.00 | Lump sum amount worked out by the contractor for "DEMOLITION/ DISMANTLING" as listed in Schedule 'A' Part-II on Serial Page No. 34 | 1 | Lump sum | 19,80,000 ₹19,80,000 Lowest | 21,05,500 ₹21,05,500 |
| 3.00 | Lump sum amount worked out by the contractor for "SITE CLEARANCE/ EARTH WORK EXCAVATION" as listed in Schedule 'A' Part-III on Serial Page No. 35 | 1 | Lump sum | 18,500 ₹18,500 Lowest | 19,645 ₹19,645 |
| 4.00 | Lump sum amount worked out by the contractor for "INTERNAL ELECTRIFICATION" as listed in Schedule 'A' Part-IV on Serial Page No. 37 | 1 | Lump sum | 4,10,000 ₹4,10,000 Lowest | 4,23,535 ₹4,23,535 |
| 5.00 | Lump sum amount worked out by the contractor for "CIVIL REPAIR WORKS" as listed in Schedule 'A' Part-V on Serial Page No. 49 | 1 | Lump sum | 2,29,81,900 ₹2,29,81,900 Lowest | 2,74,54,585 ₹2,74,54,585 |
| 6.00 | Lump sum amount worked out by the contractor for "AIR CONDITIONING & REFRIGERATION" as listed in Schedule 'A' Part-VI on Serial Page No.50 | 1 | Lump sum | 9,42,700 ₹9,42,700 Lowest | 10,47,455 ₹10,47,455 |
Tender Value
₹36.3 Cr
EMD Value
₹15 L
Closing Date
17 Jul 2026, 6:00 pmClosed
DDG and CE
DGNP Naval Base post Visakhapatnam 530014
AUGMENTATION OF COVERED SHED WINCH HOUSE AND SLIPWAY
2025_MES_743310_2
DDG CE V TOKEN 05 OF 2025- 2026
Open Tender
Marine Works
Lump-sum
365 days
VISAKHAPATNAM
As per NIT
8 documents required · 8 mandatory
₹3,000
DGNP
₹15 L
Yes
DDG and CE Conference hall
5 Aug 2026
12 Jun 2026
24 Jul 2026
12 Jun 2026
17 Jul 2026
3 Jul 2026
12 Jun 2026 - 29 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule "A" Part - I [COFFERDAM] [TEMPORARY STRUCTURE] | |||||
| 0.0 | Consultancy, design and execution for proposed cofferdam around the existing slipway duly vetted by any IIT/NIT to facilitate execution of repair/ replacement of work covered under schedule 'A' Part-II to Part -VII as under:-
(i) Replacement of above water/under water rails of slipway total 2400 RM (Appx.) (32 Nosx75m) including base plates, fish plates, projecting bolts, rails in transition and inclined area including under water portion. | 1 | Job | - | - |
| 0.9999 | Item No. 1.1 (Contd....,) :-
(ii) Slipway repairs are to be carried out after dewatering the area by installing suitable cofferdam / sheet pile structure and bailing out water using high discharge pumps etc. Silt deposited over the slipway slab to be removed and disposed off at designated locations.
(iii) Necessary demolition of RCC/PCC below/around rails, removal of existing rails, fixtures, bolts, plates etc. to be carried out.
(iv) Structural members to be checked for integrity, any structural damages, crack, spalling etc. duly vetted by team of IIT/NIT and necessary structural repairs as necessary to be carried out as per methodology given by IIT/NIT inspection team.
(v) New bolts are to be installed by drilling into slipway slab and fixing with lock fix chemicals/grouts, fixing new rails on base plates with necessary clamps, fish plates and other accessories, provision of sacrificial anodes along the length of rails for corrosion protection.
(vi) Laying of necessary wiring/connections and connecting with existing ICCP panel including replacement of ICCP panel components as required for making the ICCP system fully operational, relaying PCC/RCC as required to encase the sides of rails as per original slope, alignment and profiles to match the existing rail system. | - | - | - | - |
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