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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance PB NO 809 ABERDEEN BAZAR PO ATLANTA POINT NEAR POLICE WIRELESS PORT BLAIR 744104 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744104 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance MB NO 180 MG ROAD JUNGLIGHAT PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹47,500
Closing Date
15 Oct 2020, 6:00 pmClosed
GARRISON ENGINEER SOUTH DIGLIPUR
GARRISON ENGINEER SOUTH DIGLIPUR PROTHRAPUR PORT BLAIR 744105
PROVN OF DUCT WITH COVER AND PROVN OF PARKING SHED AT 240 SU LAXMIPUR, DIGLIPUR
2020_MES_381853_1
8816/E8
Open Tender
Civil Works
Item Rate
180 days
Port Blair
ALL BIDDERS ENLISTED WITH MES IN CLASS E AND CAT ai AND UNENLISTED BIDDERS MEET MES ENLISTMENT CRETERIA OF CLASS E AND CAT ai REFER NIT
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER SOUTH DIGLIPUR
₹47,500
Yes
18 Oct 2020
29 Sept 2020
17 Oct 2020
29 Sept 2020
15 Oct 2020
10 Oct 2020
30 Sept 2020 - 5 Oct 2020
Amount
M&L for 1.60 mm thick mild steel plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required.
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.
S&F rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment Fe 410 -W (Gde- E- 250) quality- A.
S&F Mild steel screw bolts of length exceeding 5 cm but not exceeding 10 cm long and diameter of neck in 16 to 20 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut.
S&F mild steel 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 conforming to Fe.290.Gde-E-165
S&F 100 mm bore steel tubes, 'medium grade' galvanised, with all fittings and fixed on walls / laid in trenches complete.
Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil (soft/ loose or hard/ dense).
M&L for PCC Type D2, 1:4:8 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete.
S&F rolled mild steel 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
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of seopy / ciril colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, as per manufacturer instructions as specified.
S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of seopy / ciril colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, as per manufacturer instructions as specified.
M&L for broken stone or boulders hardcore of guage not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/ rammed to a true surface by hand roller.
M&L for 100 mm thick PCC Type D2, 1:4:8 (using 40 mm graded crushed granite stone aggregate) laid in sub-floors, sub-bases, floors and pavings, etc., finishing surfaces of concrete even and rough complete all as specified.
M&L 150 mm thick PCC Type B1, 1:2:4 (using 20 mm graded crushed granite stone aggregate) laid in flooring and pavings, etc. finishing surfaces of concrete even and fair (without using extra cement) complete all as specified.
M&L 75 mm thick PCC Type C2, 1:3:6 (using 40 mm graded crushed granite stone aggregate) laid in plinth protection, surface even and fair without using extra cement complete all as specified.
Removing excavated soil material not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose or hard/ dense soil.
M&L for RCC (nominal mix) Type B1, 1:2:4 (using 20mm graded crushed granite stone aggregate) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
M&L for RCC (nominal mix) Type B1, 1:2:4 (using 20mm graded crushed granite stone aggregate) for columns, pillars, piers, posts and struts.
M&L for RCC (nominal mix) Type B1, 1:2:4 (using 20mm graded crushed granite stone aggregate) for beams, cantilevers, bressummers, lintels over 1.5m span.
M&L for 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 flat fair finished surfaces of concrete.
M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for flat fair finished surfaces of concrete.
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat fair finished surfaces of concrete.
M&L for high yield strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, 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.
M&L for high yield strength deformed TMT steel bars 6 mm to 8 mm dia as in reinforcement for concrete, 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.
M&L for high yield strength deformed TMT steel bars 5 mm to 10 mm dia cut to length, bent to shape required, as in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips.
M&L for precast cement concrete Type B1, 1:2:4 (using 16mm graded crushed granite stone aggregate) as per IS 383, hollow block masonry exceeding 10 cm in width with minimum compressive strength of 50 Kg/Sqcm and setting in cement mortar 1:6 complete.
M&L for rendering 15 mm thick in cement mortar 1:6 on fair faces of brick/ concrete surfaces, finished fair and even complete all as specified.
M&L for preparing plastered or unplastered new surfaces of walls and applying three coats of white wash complete.
S&F mild steel flat iron 40x3 mm as in valley gutter and wind ties and similar work including securing bolts and necessary drilling work conforming to Fe-290 Gde E-165.
S&F for mild steel bolts, purpose made, exceeding 30cm long and diameter of neck exceeding 12 mm and not exceeding 20 mm with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut.
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