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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L1 | Accepted-AOC Admitted | |
| 2 | L2₹15.5 L+₹1.5 L (10.7%)Rejected-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L2 | Rejected-AOC Admitted | |
| 3 | L3₹15.8 L+₹1.9 L (13.3%)Rejected-AOC H NO 111 553 64 CATTLE POUND TOWARDS AVA HILL CAMP ROAD ARUVANKADU NILGIRIS DIST TAMIL NADU 643 202 | THE NILGIRIS | TAMIL NADU | 643202 | L3 | Rejected-AOC Admitted |
Tender Value
Refer Docs
EMD Value
₹28,000
Closing Date
15 Jun 2021, 6:00 pmClosed
GE Wellington
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
PROVISION OF FENCING COMPOUND WALL AT C BLOCK OF LAKE VIEW T 16 AND GLASS PARTITION AT BLDG NO C AT STABLE HILL AND CERTAIN REVENUE WORKS UNDER GE WELLINGTON
2021_MES_439728_1
8635/E8
Open Tender
Civil Works
Item Rate
180 days
Wellington
As per Tender Documents
4 documents required · 4 mandatory
₹500
GE Wellington
₹28,000
Yes
23 Jun 2021
1 May 2021
17 Jun 2021
3 May 2021
15 Jun 2021
15 May 2021
Amount
Powder coated anodised aluiminium section as required in any type of partitions vertical or horizontal or in door shutters/ Door frames as required with handles on both side hinges etc and or two track windows fixed with partitions with one or more rebates including joining cleat for fixing etc complete all as specified and directed.
Excavating in post holes (or similar holes) each in hard / dense soil not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removal of excavated materials to a distance not exceeding 50mtr and making good surfaces, complete all as specified and directed
Plain cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate as in foundation, filling and posts concrete complete all as specified and directed.
Mild steel work as in posts, struts etc in fencing including cutting tops to shapes as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or reveting etc, and similar work confirming to Fe 290 Gde E-165 all as specified and directed.
Preparation of new or untreated steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.
Supply only chain link fencing, galvinised mild steel of mesh 100x100mm size, 10 gauge complete all as specified and directed.
Fixing only chain link fencing including line wire, 100x100 mesh, 10 gauge galvanised mild steel to any type of strandard rails, straining bolts etc complete, all as specified and directed.
Mild steel screw bolts (machine made) with hexagonal or square head at one ends and screwed the other ends, or screwed both ends, each screwed ends, to be fitted with washers and one hexagonal or square nut not exceeding 5cm long, diameter of shank 5 to 10mm, complete all as specified and directed.
FL 40x6mm for fixing chain link fencing with and MS round bar 10mm dia for inserting in mesh including hooking etc complete all as specified and directed.
10mm dia mild steel round bar for fixing of chain link fencing with post all as specified and directed.
Material and labour for cutting and clearing of bushes all as specified and directed.
Rolled mild steel framed work as in doors or gates of angle or other section with gussest plates, rails, braces, etc, complete drilled for fixing of steel sheeting or other covering doors etc, to be prepared for hanging and sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering) and hanging, also fastening and fixing complete conferming to gde Fe 290 (Gde E-165) all as specified and directed.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.
Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed
Removing excavated soil/ material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in mortar 1:6 type C1 1:3:6 using 20mm graded aggregate complete all as specified and directed
75mm thick plain Cement concrete type C-1 , 1:3:6, using 20 mm graded stone aggregate as in plinth protection and hard standing finished even and fair complete all as specified and directed.
Excavation over areas, not exceeding 1.5m deep and getting out in hard / dense soil all as specified and directed.
Excavation over areas, exceeding 1.5mtr in depth and not exceeding 3.0mtr all as specified and directed.
Use and waste of formwork to soffits of suspended slabs such as roof slab, floor slab and similar work exceeding 200mm thick (Horizontal or sloping) all as specified and directed.
Use and waste of form work to edges of concrete flats, treads, breaks in floor, openings in concrete walls, floor and roof and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exceeding 20cm wide all as specified and directed.
Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 mtr mean radius built in cement mortar (1:6) all as specified and directed.
Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in mortar 1:4 type C1 1:3:6 using 20mm graded aggregate complete all as specified and directed
PVC (SWR) pipes 110 mm dia single socketed in any length with rubber ring joints laid in trenches or in floors all as specified and as directed.
CI suitable screen camber weight not less than 7 Kg all as specified and as directed.
PVC (SWR) vent cowl 110mm dia bore of pipe complete all as specified and directed.
Loose filling of broken brick aggregate of gauge 40mm to 80mm graded all as specified and directed.
Mild steel TMT bars 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 all as specified and directed.
Mild steel TMT bars 6 to 8mm 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 all as specified and directed.
Rendering 15mm thick in cement mortar 1:4 over fair faces of brick walls finished even and smooth with out using extra cement all as specified and directed.
Pre-cast cement concrete type B1 1:2:4 using 20mm graded aggregate as in cover slabs including for work all as specified and directed.
Reinforced cement concrete M-25 design mix using 20 mm graded stone aggregate for roof of soakage well complete all as specified and directed.
Cement concrete 1:3:6 type C2 using 40mm graded stone aggregate bed to drain pipes of 200mm dia including packing under and complete surrounding pipes with concrete after they are laid and tested all as specified and directed.
Reinforced cement concrete drain pipe laid in trenches of 200mm internal diameter of pipe and jointed all as specified and directed.
Reinforced cement concrete M-25, 1:2:4 type B-1 using 20 mm graded stone aggregate nominal mix as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies, deck slab and in shelves and the like supported on walls, etc complete all as specified and directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws all as specified and directed.
Pre- painted galvalume aluminum zinc coating GI based Plain steel sheet as in ridge of 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering and on chajjas fixed with self tapping screws all as specified and directed.
Rolled mild steel 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) complete conforming to Fe410 (Gde E-250) quality-A all as specified and directed.
Mild steel works in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle) including distance pieces, cleats etc.of grade Fe-410-W (Gde-E-250) quality-A all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises all as specified and directed.
Vitrified coloured ceramic tiles dark shade 10mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 Sqm, on vertical surfaces etc set and jointed in neat cement slurry and pointed in white or coloured cement slurry to match over and including15mm thick screed in cement mortar 1:4 complete all as specified and directed.
Glazed ceramic coloured wall tiles of 300mm x 600mm set and jointed in neat cement slurry and pointed in white or coloured cement to match tiles as in vertical surface over and including rendering 10mm thick in cement mortar 1:4 as backing coat complete all as specified and directed.
Complete removal of existing treatment of wall surfaces and applying two coats of plastic emulsion paint over primer, over one coat of wall care putty 2-3mm thick in two layers including sanding and preparation of surfaces to a true, even and smooth complete all as specified and directed.
GUNASEKARAN AND CO
sree devi construction
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