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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-Finance 183 MG ROAD JUNGLIGHAT PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN NICOBAR ISLANDS | 744103 | L1 | Accepted-Finance Being lowest | |
| 2 | L2₹54.0 L+₹4.2 L (8.45%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹56.6 L+₹6.8 L (13.7%)Rejected-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹57.1 L+₹7.4 L (14.8%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹58.9 L+₹9.1 L (18.3%)Rejected-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L5 | Rejected-Finance Not being lowest |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
10 Jun 2020, 6:00 pmClosed
CWE No 2
HQ Commander Works Engineers No.2, Birchgunj, Junglighat Post, Port Blair - 744 103
PROVN OF RETAINING WALL ALONG THE SIDE OF RAIN WATER HARVESTING POND AT BRICHGUNJ MILY STATION, PORT BLAIR
2020_MES_316308_2
80163/E8
Open Tender
Civil Works
Item Rate
120 days
Port Blair
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE Project Central
₹1.1 L
18 Jun 2020
18 Apr 2020
15 Jun 2020
18 Apr 2020
10 Jun 2020
27 May 2020
18 Apr 2020 - 20 Apr 2020
Amount
Excavation over areas not exceeding 1.5 M in deep and and getting out in hard/dense soil surfaces complete all as specified and directed.
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation etc.and getting out in hard/dense soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed.
Material and labour for plain cement concrete 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations and mass concrete complete all as specified and directed by Engr-in-charge
Material and labour for reinforced cement concrete Grade M-30 (design mix) using 20mm graded stone aggregate as in foundations, including pile cap, rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete complete all as specified and directed.
Material and labour for reinforced cement concrete Grade M-30 (design mix) using 20mm graded stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.
Use and waste of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc., vertical or to batter for fair finished surfaces of concrete complete all as specified and directed.
Material and labour for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
Material and labour for broken stone or boulder of gauge 40 to 63 mm, filling dry including hand packed tightly at back side of retaining wall as in weep holes complete all as specified and directed.
Material and labour for PVC (SWR) pipes 110 mm dia single socketed in any length as in weep holes complete all as specified and directed.
Use and removal of forming embankments/ Earthern Bunds/Sand bags Bunds by using soil obtained from excavation (or) by any other means/methods to arrest water flow in to foundations including removal of sub soil water by using dewatering pump complete all as specified and directed. Note:- (i) The arrangements shall be removed as directed by Engineer-in-charge. (ii) The material used shall be taken as contractor property and shall be removed from site as directed by Engineer-in-charge.
AMR TRADERS
Island Agency
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Prasur Electricals & Engineering Co.
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ACME Consultants
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