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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAccepted-Finance 45 58 5 15A AKSHAYA NARASIMHANAGAR VISAKHAPATNAM 530 024 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530024 | ₹43.8 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹44.9 L+₹1.1 L (2.51%)Rejected-Finance | ₹44.9 L+₹1.1 L (2.51%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹45.9 L+₹2.1 L (4.79%)Rejected-Finance | ₹45.9 L+₹2.1 L (4.79%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹46.1 L+₹2.3 L (5.25%)Rejected-Finance HARINAGAR BEHIND MAHESHWARY MARKET PO TATISILWAI DIST RANCHI PIN 835103 | RANCHI | JHARKHAND | 835103 | ₹46.1 L+₹2.3 L (5.25%) | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹50.4 L+₹6.5 L (14.9%)Rejected-Finance | ₹50.4 L+₹6.5 L (14.9%) | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹61 L
EMD Value
₹1.2 L
Closing Date
5 Oct 2021, 6:00 pmClosed
GE I DM
GE I DM NAVAL DOCKYARD VISAKHAPATNAM 530014
REPLACEMENT OF OLD CYLINDERICAL FENDERS AND MS CHAINS WITH VERTICAL RUBBER FENDERS WITH FITTINGS AND FIXTURES AT N-4 TO N-6 AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) (DM) VISAKHAPATNAM
2021_MES_469632_1
SSGE/8592/E8
Open Tender
Civil Works
Item Rate
120 days
NAVAL DOCKYARD VISAKHAPATNAM
As per tender documents
7 documents required · 7 mandatory
₹1,000
GE I DM
₹1.2 L
Yes
13 Dec 2021
20 Aug 2021
12 Oct 2021
20 Aug 2021
5 Oct 2021
18 Sept 2021
Amount
S&F for Rubber arch fender of size 2000mm x 595 mm / 195mm width at bottom and top respectively x 300 mm depth and fixed vertically on the vertical face of jetty sea face wall with eight numbers M24 SS 304 bolts of length 285mm as directed by Engineer-in-charge. Rubber as per ASTM D-2000-12. The Properties of the rubber used shall be as follows :- Deflection - 51.5%, Reaction force - 25.3 Ton, Energy absorption - 2.95 ton / Mtr with a tolerance of - +10%. Before aging : Tensile strength not less than 17 mpa , Elongation shall not be less than 350% as per ASTM D 412, Hardness Max 70 + 5º, Shore A as per ASTM D2240. After aging at 96 hours at 70 º : The tensile strength not less than 80%, Elongation not less than 80% as per ASTM D 412 hardness +8º shore A as per ASTM 2240, tear strength shall not be less than 70 KN/m, Compression set at 70ºC for 22 hours 25% maximum- as per ASTM D 395, abrasion resistance Maximum 1.5CC as per BS 903 A9 and Ozone resistance - no cracks as per ADSTM D 1171. All the above test reports shall be provided by the manufacturer. Necessary factory inspection during manufacturing process shall be arranged by the bidder. Note: The item rate shall include the cost of SS M24 bolt, Nuts and chemical for fixing the bolt as recommended and supplied by the manufacturer of rubber fender.
Removing of galvanised mild steel chains of 25 mm dia bars along with cylindrical rubber fenders of 230 mm outer dia and 120 mm inner dia and 800 mm to 2100 mm long from the sea fase wall of berth/jetty/ wharf walls with suitable arrangement along with safety gear complete all as specified and as directed. Note:- The unit rate quoted for all the above items includes working in a confined area/required scaffolding arrangements at sea face wall side and necessary safety gears.
P Govinda Reddy Infrastructure
B DURGA REDDY INFRASTRUCTURES PRIVATE LIMITED
UNIVERSAL ENTERPRISES
HARSHITHA INFRA
V M MATERE INFRASTRUCTURES INDIA PVT LTD
D P R ASSOCIATES
Venkateswara Electricals
SRI SIMHADRI COMPANY
GAGANSRI INFRA
Sanjay Construction Company
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