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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹23.2 L+₹3.6 L (18.2%)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 | L2 | Rejected-AOC Accepted |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
28 Dec 2019, 6:00 pmClosed
GE Wellington
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
REPAIRS TO FENCING COMPOUND WALLS GATES RETAINING WALLS DRAIN PATHWAY AND PLINTH PROTECTION ETC UNDER GE WELLINGTON
2019_MES_299363_1
8540/E8
Open Tender
Civil Works
Item Rate
180 days
Wellington
As per tender documents
4 documents required · 4 mandatory
₹500
GE Wellington
₹40,000
Yes
27 Apr 2020
19 Nov 2019
30 Dec 2019
19 Nov 2019
28 Dec 2019
2 Dec 2019
Amount
Dismantling of Wrought Iron or Mild steel work of any description not otherwise provided for such as fencing posts, gates etc complete all as specified and directed.
Demolition of un-reinforced cement concrete in ground floors not exceeding 15cm thickness including floor finish complete all as specified and directed.
Demolition of Brickwork, stone / boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for such as RCC post, manholes, landing etc (reinforcement cut as required to facilitate demolition) 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.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed.
Removing of 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.
Brickwork with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) complete all as specified and directed.
Providing plain Cement concrete in surface channels and drains type D2, 1:4:8 using 40mm graded stone aggregate all as specified and directed.
Forming fair finished drain or channel of 45cm inner girth in cement concrete using extra cement including forms moulds, mitred/ stopped etc all as specified and directed
Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work/ PCC block masonry work or concrete surfaces, finished even and smooth (without using extra cement) all as specified and directed
Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in cement mortar 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately.
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.
Excavating in post holes (or similar holes) each in soft /loose 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 in foundations, 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 riveting etc, and similar work confirming to Fe 290 Gde E-165 all as specified and directed.
Dismantling fencing wire mesh any type all as specified and directed.
Supply only Chain link mild steel galvanised fencing any size or type of 3.15mm dia of wire size, aperture 50mm x 50mm all as specified and directed.
Fixing only chain link fencing including line wire, any mesh, size and type to any type of strandard rails, straining bolts etc including provision of binding wire, 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.
Mild steel flat iron 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.
Galvanized 2 strand steel barbed wire 2.24 mm dia barded with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails including securing or tying with and provision of galvanised MS wire staples or steel pins etc all as specified and directed.
Preparing surfaces of steel and iron work, treated with two coats of tar or coal tar black paint area not exceeding 0.1sqm each all as specified and directed.
Removal of bushes, shrubs and vegetation by surface dressing not exceeding 15cm deep in hard / dense soil all as specified and directed.
Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in cement mortar 1:6, type C1 1:3:6 using 20mm graded stone aggregate complete all as specified and directed.
Precast cement concrete 1:2:4 type BO using 12.5mm graded stone aggregate in louvres and jallies 35mm thick (measured solid), including all mouldings but excluding frame set in cement mortar 1:4 all as specified and directed. (Frame shall be measured and paid separately)
Reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm graded stone aggregate for beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed.
Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. Fair finished surfaces of concrete flat complete all as specified and directed.
Mild steel TMT bars 10mm dia and over, cut to length, bent to shape as 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 etc complete all as specified and directed.
All as per item No 30 hereinbefore but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed.
Rendering 15mm thick on stone masonry surfaces / block wall other than fair faces of brick work in cement mortar 1:4 finished fair and even all as specified and directed.
Preparation of plaster surfaces / stone wall and applying two coats of antifungal paint over a coat of primer on wall including complete removing of existing treatment all as specified and directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed.
All as per item No 34 hereinbefore but except stone all as specified and directed.
Hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm all as specified and directed.
Keyed pointing to random or polygonal rubble masonry uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed.
UPVC (SWR) pipe single socketed in any length with rubber ring joint 100mm dia as in weep holes all as specified and as directed.
Broken stone / boulders loose filling with aggregate of gauge 40 to 80mm in back of wall complete all as specified and directed.
Plain Cement concrete type C-1, 1:3:6 using 20mm graded stone aggregate as in copings including necessary form work all as specified and directed.
Site cleaning by removing of bushes, shrubs and vegetation from stone masonary retaining walls at any height not exceeding 6.00m and making the surface clean by removing waste all as specified and directed.
Removing excavated soil/ material to a distance exceeeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Preparing surfaces, plastered or unplastered old surfaces of walls and applying two coats of cement base paint any shade as approved all as specified and directed.
75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base of flooring and finished even and fair complete all as specified and directed.
Chequered cement concrete tiles 30cm x 30cm x 20-22mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments, over and including 20mm thick screed bed in cement mortar 1:4 complete all as specified and directed.
Plain cement concrete 1:2:4 type B2 using 40mm graded stone aggregate, 100mm thick as in flooring finished even and fair all as specified and directed.
Plain Cement concrete type C-1, 1:3:6 using 20mm graded stone aggregate as bottom of drains/ filling of gaps between drain and road etc all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortar for 300 mm internal dia of pipe complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortar for 450 mm internal dia of pipe complete all as specified and directed.
Reinforced Concrete pipes class NP-2 laid and jointed complete with collars of 300mm dia all as specified and directed.
Reinforced Concrete pipes class NP-2 laid and jointed complete with collars of 450mm dia all as specified and directed.
Cement concrete bed to drain pipes of 300mm dia including packing under and complete surrounding pipes with cement concrete 1:3:6 type C2 using 40mm graded stone aggregate after they are laid and tested all as specified and directed.
Cement concrete bed to drain pipes of 450mm dia including packing under and complete surrounding pipes with cement concrete 1:3:6 type C2 using 40mm graded stone aggregate after they are laid and tested all as specified and directed.
Labour only for cleaning clogged mud / dust / garbage from drain / drain pipe and removing it from the site and depositing out side of MoD area complete all as specified and directed.
Mild steel Framed work such as grill, grating etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, barred iron door, ladders, framed balusters, walk ways, railings, frame work of water tank and simialr work conforming to Fe290 Gde E-165 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 hinging door fittings and fixing complete conferming to gde Fe 290 (Gde E-165) all as specified and directed.
Preparation of new or untreated steel surfaces of any description not otherwise described 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.
Separating, scraping and cleaning of reinforcement (Demolition of concrete measured separately) all as specified and directed.
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