Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹32.7 L+₹1.3 L (4.10%)Rejected-Finance | L2 | Rejected-Finance Being not the lowest | |
| 3 | L3₹33.1 L+₹1.7 L (5.42%)Rejected-Finance | L3 | Rejected-Finance Being not the lowest | |
| 4 | L4₹33.3 L+₹1.9 L (6.04%)Rejected-Finance | L4 | Rejected-Finance Being not the lowest | |
| 5 | L5₹34.6 L+₹3.2 L (10.2%)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 | L5 | Rejected-Finance Being not the lowest |
Tender Value
₹38.5 L
EMD Value
₹77,000
Closing Date
20 Sept 2021, 6:00 pmClosed
GE Minniebay
GE, Minniebay, Junglighat (PO), Port Blair -744103
PROVN OF RAIN PROTECTION SHED AT PERIERA ENCLAVE AT MINNIEBAY, PORT BLAIR AND ADDN / ALTN OF UNIT FIRING RANGE AT MARCOS (PBR), TEYLERABAD UNDER GE MINNEBAY, PORT BLAIR
2021_MES_469647_1
8976/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
GE Minniebay
₹77,000
Yes
30 Oct 2021
21 Aug 2021
29 Sept 2021
21 Aug 2021
20 Sept 2021
6 Sept 2021
21 Aug 2021 - 28 Aug 2021
Amount
Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified as specified
Excavating over areas, n.exc 1.5 m deep and getting out in hard / dense soil complete all as specified and as directed
Excavation of in post holes each n.exc 0.5 cum, getting out in soft / loose soil complete all as specified and as directed
Excavation of in post holes each n.exc 0.5 cum, getting out in hard / dense soil complete all as specified and as directed
Excavation in treanches n.exc 1.5m wide and n.exc 1.5m depth for foundations, shafts, wells, cessipts manhole, pier holes etc n.exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and as directed
Excavation in treanches n.exc 1.5m wide and n.exc 1.5m depth for foundations, shafts, wells, cessipts manhole, pier holes etc n.exc 10 Sqm on plan and getting out in hard / dense soil complete all as specified and as directed
Returning, filling in including spreading, levelling, watering and well ramming in layers n,exc 25cm each layers near traverses wall ets including foundation filling
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M&L for PCC 1:2:4 type B2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed
S&F of rolled sections /Tubular MS pipes as in Trusses, cross beams, hip and jack rafters, vertical posts, purlins where connected to commonn rafters fixed with angle cleats or any similar work including welding and all necessery works using Fe 410W (Gde E-250) Quality B complete all as specified
S&F of plates (Plain or chequred), channels, square cut or notched forming holes, without any attachment incl necessary welding using Fe 410W (Gde E-250) Quality A complete all as specified as specified
M&L for preparation of new or previously untreated steel surfaces over 10cm in width or girth and applying two coats of syanthetic enamel paint over one coat of red oxide primer complete all as specified as specified .
S&F of Pre-laminated galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified as specified
All as per itme 6.00 above but plain steeel sheeting as in ridges/facias etc.
M&L for PCC 1:2:4 type B0 using 12.5mm graded aggregate as in roof kerb, mud stops, chhaja rounded and chemfered on edges and similar work with making haunching if requiredcomplete all as specified as specified
Cutting holes of size n.exc 150 Sqcm into or through brick/block walls built in cement mortar and making good in cement mortar 1:3 complete all as specified as specified
Drilling holes for bolts, pipes, etc. n. exc 25mm dia in lime stone/ sand stone/brick/block work complete all as specified as specified (Per 10cm depth) complete all as specified and 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 as specified
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed
M&L for precast cement concrete block masonary with solid blocks type C1 1:3:6 using 20mm graded aggregate exc 10cm in width and setting in cement mortar 1:6 complete all as specified and as directed
M&L for rendering 15mm thick plaster in CM (1:4) on brick/block wall or concrete surfaces finished even & fair all as specified and as directed.
M&L for applying two coat of acrylic emulsion weather coat premium quality antifungal exterior emulsion over a coat of primer on newly plastered surface of wall including preparation all as specified and 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 complete all as specified as specified
S & F 75mm bore PVC [SWR] pipes single socketed, in any length with rubber ring joints, fixed to walls/floor including necessary fittings and fixture complete all as specified as specified
M&L for hardcore of broken stone or boulders of gauge n.exc 63mm deposited spread, levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified as specified
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 complete all as specified and directed.
M&L 50mm thick PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in base of floor complete all as specified and directed
M & L for coloured chequered cement concrete tiles 30 cm x 30cm x 25 mm thick, set and jointed neat cement slurry and pointed with coloured or grey cement match with pigment, over and including 20 mm thick screed bed or bedding layer in cm 1:6 etc. complete all as specified and directed.
M&L for prepration of untreated surface of concrete and applying two coats of synthetic enamel paint over a coat of red oxide primer prepration of untreated surface of concrete
BISAKHA PLUMBING WORKS
Usha Builders
V CHINNA DURAI
Island Agency
AMR TRADERS
RS ENGINEERING WORK
KBR CONSTRUCTIONS
S S CONSTRUCTION
M/s G K Enterprises
EXCEL ENGINEERING WORKS
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .