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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-AOC NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Accepted-AOC Being the lowest | |
| 2 | L2₹47.9 L+₹3.4 L (7.54%)Rejected-Finance | L2 | Rejected-Finance Being not the lowest | |
| 3 | L3₹48.2 L+₹3.6 L (8.17%)Rejected-Finance OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L3 | Rejected-Finance Being not the lowest | |
| 4 | L4₹48.9 L+₹4.4 L (9.76%)Rejected-Finance | L4 | Rejected-Finance Being not the lowest | |
| 5 | L5₹49.1 L+₹4.5 L (10.1%)Rejected-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L5 | Rejected-Finance Being not the lowest |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
31 Jan 2022, 6:00 pmClosed
GE Minniebay
GE Minniebay, Port Blair
PROVN OF LUBE OIL SHED AT DOLLYGUNJ RESITING OF MO PBR UNDER GE MINNIEBAY, PORT BLAIR
2022_MES_500735_1
8125/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
GE Minniebay
₹86,000
Yes
18 Feb 2022
11 Jan 2022
8 Feb 2022
11 Jan 2022
31 Jan 2022
25 Jan 2022
Amount
Surfaces excavation not exceeding 30 cm deep and averaging 15 cm deep 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 any type of soil complete all as specified and as directed.
Excavation over areas not exceeding 1.50 m in depth and getting out in soft/loose soil complete all as specified and as directed.
Excavation over areas exceeding 1.50 m but n. exc 3m in depth and getting out in soft/loose soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed.
M&L for back filling of retaining walls using approved earth obtained from excavation complete all as specified and as directed.
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified
M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in foundation, fillings, mass concrete, footings etc complete.
M&L for precast cement concrete block masonry with solid block, exc 10cm in width in PCC type C-1, 1:3:6 using 20mm graded stone aggregate set in CM (1:6) all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and as directed.
M&L for preparation of newely plastered surface of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
S&F Mild steel rolled section as in 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. conforming to Fe.410-W.Gde-E-250 quality-A complete all as specified and as directed.
S&F mild steel rolled section as in Joist, channel, angle, or tee sections, fixed independently, without connecting plates etc (cut to ordinary lengths i.e. within 20mm of the length indicated conforming to Fe-410-W Gde - E - 250 quality - A complete all as specified and as directed
S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa trapezoidal profile 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 aluminum 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, ridges, hips, valley gutter, drip, and straight flashing fixed with self tapping screws complete all as specified and as directed.
S&F aluminium flat , wind ties of any size fixed with self tapping screws of size 40/50mm with integral EPDM washer screwed in roof covering, including all necessary drilling, bolting or riveting etc. and similar work complete all as specified and as directed.
M&L for Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.
M&L for hardcore of broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed
M&L for 100 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregates as in sub base of flooring/hard standing complete all as specified and directed.
M&L 150mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in flooring/hard standing/plinth protection finished even and smooth without using extra cement complete all as specified and directed.
S&F 38mm width of strip glass dividing strips, 3mm thick and inserted in position to confirm to design complete all as specified and as directed.
M&L for RCC M-30 (Design Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under-reamed piles and mass concrete complete all as specified.
M&L for RCCM-30 (Design Mix) using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and as directed.
M&L for form work 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 complete.
M&L for form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed.
M&L for form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or batter for fair finished surfaces of concrete complete all as specified and as directed.
S&F for mild steel TMT bars of 10mm 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 0.9mm dia or securing with clips or welded complete all as specified and as directed.
M&L for Boulder filling as in weep holes complete all as specified and as directed.
S&F PVC pipe 110 mm dia as in weep holes complete all as specified and as directed.
ANITA VARMA ENTERPRISES
M/s Ramesh Lal
Nirman Construction Company
DEEPAK AGENCIES
B.R. ENTERPRISES
RS ENGINEERING WORK
M/s S U Enterprises
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