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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹31.4 L+₹98,830 (3.25%)Rejected-Finance C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance HIGHET BIDDER | |
| 3 | L3₹34.7 L+₹4.4 L (14.3%)Rejected-Finance AUSTINABAD CHINTAMBAR COLONY PORT BLAIR SOUTH ANDAMAN 744 103 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance HIGHET BIDDER | |
| 4 | L4₹36.9 L+₹6.5 L (21.5%)Rejected-Finance KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance HIGHET BIDDER | |
| 5 | Rejected-Technical | - | Rejected-Technical Not recommended in HQ CE AN Zone WLR QE Jun 2024 |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
25 Oct 2024, 6:00 pmClosed
Maj Vivekanand Pathak, Garrison Engineer
GE (South) Diglipur RK Gram Diglipur North Andaman 744202
ADDITION ALTERATION OF EXISTING RETAINING WALL OF HEIGHT 04 MTRS NEAR MI ROOM AT AERIAL BAY UNDER GE (S) DIGLIPUR
2024_MES_677019_1
8997/E8
Open Tender
Civil Works
Item Rate
270 days
DIGLIPUR
ALL BIDDERS ENLISTED WITH MES IN CLASS D AND CAT ai AND UNENLISTED BIDDERS MEET MES
ENLISTMENT CRETERIA OF CLASS D AND CAT ai REFER NIT
6 documents required · 6 mandatory
₹500
GE (South) Diglipur
₹76,000
Yes
30 Nov 2024
27 Sept 2024
28 Oct 2024
27 Sept 2024
25 Oct 2024
11 Oct 2024
Amount
Demolition of cement concrete (Un-reinforced) in ground floors and pavings not exceeding 15cm thick (Below or above ground level) of any description and in any position complete all as specified and as directed.
Excavation over areas not exceeding 1.5 metre deep and getting out in any type of soil complete all as specified and directed
M&L plain cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete etc complete all as specified and as directed.
Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work rough finished surfaces of concrete complete all as specified and as directed.
Use and waste of Formwork of Square, rectangular or polygonal to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface complete all as specified and as directed.
Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunching's, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams for fair finished surface complete all as specified and as directed
M & L for re-inforced cement concrete of grade M-30 (Design mix) (using 20mm graded stone aggregate) as in foundation, including rafts, footing, foundation beams, plinth beams, base for columns, retaining walls and mass concrete etc concrete complete all as specified and as directed.
M & L for Reinforced cement concrete Grade M-30(design Mix ) using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed
M&L for Reinforced cement concrete Grade M-30(design Mix ) using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed
S&F mild steel TMT bars 10 mm dia and over ,cut to length , bent to shape required, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed
S&F mild steel TMT bars 6 to 8mm dia ,cut to length , bent to shape required, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) complete all as specified and as directed not less than 0.9mm dia or securing with clips complete all as specified and as directed.
Returning, filling in including spreading, levelling, watering and well ramming excavated soil in layers not exceeding 25 cm thick back in trenches complete all as specified and as directed
Removing surplus soil obtained from excavation to a distance 500 mtrs and not exceeding 1000 metre and depositing where directed at a level not exceeding 1.5 metre above the starting paint complete all as specified and as directed.
M&L for Hard core broken stone of guage not exceeding 63mm deposited spread and levelled in layers not exceeding 15cm thick, watered and rolled / rammed to a true surface complete all as specified and as directed.
M&L 75 mm thick Cement concrete (1:3:6) Type C-2 (40 mm Aggregate) in foundation and mass concrete complete all as specified and as directed.
M&L PCC (1:2:4) Type B1 (using 20mm graded aggregate) 75 mm thick in floors finishing surface even and smooth without using extra cement complete all as specified and as directed.
City Constructie Pvt Ltd (BID ID -3137576)
SUMAN (BID ID -3142864)
Kakolil Trade Agencies (BID ID -3138377)
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