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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-AOC 290 NEW PLOT JAWAHAR NAGAR JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹31.7 L+₹71,945 (2.32%)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 | L2 | Rejected-Finance not being lowest | |
| 3 | L3₹32.5 L+₹1.6 L (5.12%)Rejected-Finance | L3 | Rejected-Finance not being lowest | |
| 4 | L4₹32.8 L+₹1.8 L (5.95%)Rejected-Finance | L4 | Rejected-Finance not being lowest | |
| 5 | L5₹34.0 L+₹3.0 L (9.78%)Rejected-Finance GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L5 | Rejected-Finance not being lowest |
Tender Value
₹41.5 L
EMD Value
₹83,000
Closing Date
15 Sept 2021, 6:00 pmClosed
GE Minniebay
GE, Minniebay, Junglighat (PO), Port Blair -744103
PROVN OF COVERED SHED WITH PATH AND RAILING AT ENTRANCE AREA OF P-108 (IN LIVING BLOCK) AT MARCOS, TEYLERABAD AND PROVN OF COVERED SHED AND TILING IN FRONT OF BLDG NO P- 47, 48, 50 312 (NEAR SHIV TEMPLE) AT SRINAGAR COLONY, MINNIEBAY UNDER GE MINNI
2021_MES_470659_1
8978/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
GE Minniebay
₹83,000
Yes
29 Oct 2021
26 Aug 2021
23 Sept 2021
26 Aug 2021
15 Sept 2021
9 Sept 2021
26 Aug 2021 - 31 Aug 2021
Amount
Excavation post holes (or similar holes) each not exceeding 0.5 cum getting out in hard/dense soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete.
M & L for PCC 1:2:4 type B2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed
M & L Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.con- forming to Fe.290.Gde-E-165 complete all as specified and as directed.
S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as manufacturers instruction and as directed.
S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing all as specified and as directed.
S & F Aluminium flat iron work in, wind ties screwed as directed, including all necessary drilling, bolting or riveting etc., and similar work complete all as specified and as directed
Framed work such as grills, gratings, etc.with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work confirming to Fe.290.Gde-E-165 complete all as specified and as directed
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410-W (Gde E250) quality-A complete all as specified and as directed
S&F Mild steel rag or lewis bolts, dia of necks is 12mm screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, n.exc 15cm long complete all as specified and as directed
M & L for Preparation of New or previously untreated steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint (Ordinary tint) over a coat of red /zinc oxide primer complete all as specified and as directed .
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out as in hard/dense soil complete all as specified and directed.
M&L for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface.
M&L for 100mm thick Cement concrete type D 2, 1:4:8 using 40 mm graded stone aggregate in sub base of flooring / hard standing, even & smooth without using extra cement complete all as specified and as directed.
M&L for Chequered cement concrete tiles 25mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors over 20mm thick cement screed in CM 1:6 complete all as specified and as directed.
Removing excavated material/soil to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
M&L for providing cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) as in coping, benching, and similar works slightly rounded or chamfered angles and throating including necessary form work as directed
M&L for two coat of synthetic enamel paint over a coat of red oxide and preparation of untreated surface of concrete all as specified and directed
M&L for 75mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing, even & smooth without using extra cement complete all as specified and as directed
Island Agency
Usha Builders
BISAKHA PLUMBING WORKS
B S Grewal
KRISHNA TRADING COMPANY
S S CONSTRUCTION
M/S R R ENTERPRISES
M/s G K Enterprises
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