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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.9 LAccepted-AOC 37 4TH CROSS ASHWATHNAGAR SANJYANAGAR POST BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | 1 | Accepted-AOC being L1 and reasonable | |
| 2 | 2₹41.7 L+₹4.7 L (12.7%)Rejected-Finance IV 356 RAMANTHALI PAYYANUR KANNUR DIST KERALA 670308 | PAYYANUR | KANNUR | KERALA | 670308 | 2 | Rejected-Finance not being L1 | |
| 3 | 3₹43.8 L+₹6.9 L (18.7%)Rejected-Finance PMC 24 528 GROUND FLOOR NEAR PAYYANUR SERVICE CO OP BANK KOTTY BRANCH PAYANNUR KANNUR KERALA 670307 | PAYYANUR | KANNUR | KERALA | 670307 | 3 | Rejected-Finance not being L1 | |
| 4 | 4₹45.7 L+₹8.8 L (23.8%)Rejected-Finance DOOR NO XII 356 A OPP POST OFFICE RAMANTHALI POST DIST KANNUR KERALA 670 308 | RAMANTHALI | KANNUR | KERALA | 670308 | 4 | Rejected-Finance not being L1 | |
| 5 | 5₹46.1 L+₹9.1 L (24.7%)Rejected-Finance | 5 | Rejected-Finance not being L1 |
Tender Value
₹44.1 L
EMD Value
₹88,200
Closing Date
4 Oct 2023, 6:00 pmClosed
GE PROJECT EZHIMALA
Garrison Engineer Project Ezhimala INA Ezhimala Post Kannur Dist Kerala 670310
PROVISION OF OUTER PERIPHERY FENCE FOR PT COMPLEX STAGE II AS PART OF INFRASTRUCTURE AUGMENTATION AT INA EZHIMALA NAVAL ACADEMY PROJECT PHASE II
2023_MES_617237_1
8123/E8
Open Tender
Civil Works
Item Rate
180 days
Ezhimala
As per NIT
8 documents required · 8 mandatory
₹500
GE Project Ezhimala
₹88,200
Yes
21 Dec 2023
5 Sept 2023
6 Oct 2023
5 Sept 2023
4 Oct 2023
22 Sept 2023
Amount
Material and labour for excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil all as specified
Material and labour for Surface dressing n exc 15 cm deep and getting out in soft soil all as specified and directed
Material and labour for Cement concrete in foundations,as filling and mass concrete type D2 1:4:8 using 40 MM graded aggregate all as specified and directed
Material and labour for Cement concrete as in foundations, filling and mass concrete type C2 1:3:6 using 40 MM graded aggregate all as specified and directed
Material and labour for Cement concrete in type B1 1:2:4 using 20mm graded Aggregates for steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed
Material and labour for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 all as specified and directed
Fixing only chain link PVC Coated fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and directed
Supply only chain link PVC Coated fencing with 3.10mm dia bar and size of apprature 50mm x 50mm including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and directed
Material and labour for Preparation of steel Surfaces of any description, not otherwise descri-bed, over 10cm width or girth and applying two coat of synthetic enamal paint over a coat of red oxide primer all as specified and directed by Engineer-in-Charge
Material and labour for Preparation of concrete or plastered Surfaces of any description and applying three coat white wash over all as specified and directed
Material and labour for removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed by Engineer-in-Charge
M/S V ASSOCIATES
Gates Infra Construction Co
SATHEESAN.T.K
K P DIVAKARAN
M/s K V Ramachandran
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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