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Roofing Sheet Repair Tenders

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Bid Submission Date Range
Tender Value

CTN :38982576 Due date: 07 Feb, 202507 Feb, 2025 6.98 Lacs
Tender For construction of shed with steel tubular structure and roof with gi corrugated sheets for thumboormuzhi compost bins. necessary steel tubular posts would be erected over rcc other general civil works

State Government

CTN :38938876 Due date: 23 Jan, 202523 Jan, 2025 9.82 Lacs
Tender For annual repair m/o to various non residential buildings under shimla division no.iii (sh providing and fixing prepainted sheet roof, structure for covering of outer verandah and renovation of window etc. at winter field cottage).

Central Government/Public Sector

CTN :38938609 Due date: 24 Jan, 202524 Jan, 2025 8.71 Lacs
Tender For fabrication and installation of truss members including tie beams, v-structure, channels, angles etc. after dismantling of damaged portion of roof and truss for conveyor gantry of unit 704 at moonidih coal washery.

State Government

CTN :38831351 Due date: 20 Jan, 202520 Jan, 2025 NA
Tender For corrigendum : design, supply, installation, testing and commissioning of 170 kwp on grid roof top with custom built high raise with elevated structure solar power plant with bifacial mono perc solar modules with a capacity above 580 wp and above or topcon bifacial solar pv modules with a capacity of 580wp and above output with 5 years cmc under net metering at the office building of tgredco at mint compound, hyderabad for tgredco and tgspdcl.

State Government

CTN :38944885 Due date: 22 Jan, 202522 Jan, 2025 4.79 Lacs
Tender For construction of roof truss with hollow channel including supply, fitting, fixing, fabrication and temporary shading with al-zn-toughening aluminium sheet (0.65 mm thick) over existing structure at swapnabithi park in ward no-31.

CTN :38319163 Due date: 18 Jan, 202518 Jan, 2025 NA
Tender For bid to ras corrigendum : upgradation of urc display shed area--a) provision and installation of roof for inverted v shape structure, hall of size 90' x 74' = 6660 sqft to include., (i) colour coated cgi sheet of 0.4 mm of size (3.5 x16 ft) approx. qty of sheet 130, with ridge of 2x 90 ft along top of roof., (ii) minimum 2 ft of cgi sheets should come outside the walls (iii) min one ft of overlap of sheets at every joint while installation., (iv) fitting of whole structure of roof with cgi sheets including labour, transportation and electricity cost., b) provision and installation of tilling of display shed tile size 2' x 2' ft, vitrified tile (kajaria brand) of premium quality size approx. 5000 sqft to include., (i) dismantling and demolition of existing damaged tile., (ii) leveling of ground and sand cement mixture of 2.5 inch and fitting of tiles., c) 25 x new generation fmcg display racks of 6 ft height. specification of each rack is as under :- (i) pillar 72 inch, (ii) shelves 12" x 36" inch, (iii) shelves 15 x 36 inch, (iv) shelves 18 x 36 inch, (v) back panel 13 x 36 inch, (vi) back panel 4 x 36 inch, (vii) brackets 12 inch, (viii) brackets 12 inch, (ix) stopper

Corporations And Associations And Others

CTN :38423158 Due date: 06 Feb, 202506 Feb, 2025 NA
Tender For corrigendum : design, engineering, supply, installation, testing, commissioning and comprehensive operation and maintenance of roof top solar pv project and associated support structure works on resco model for a period of 25 years on aarey station and depot build

CTN :38863758 Due date: 29 Jan, 202529 Jan, 2025 NA
Tender For provision of 04 x fd ops room- work for 01 x fd ops room. the work consists of manufacture and supply of prefabricated mob ops room (veh mounted) of size 5.4.m x 4.80 m upto height of 2.44m and the shelter will consist of the fwg :- 2. 3. (a) the shelter would be of size 18 ft x 8 ft x 8 ft mounted on als extendable & extractable to provide hall of size 16 ft x 18 ft x 8 ft covered on three side with on end open (ref drawing no. 6) 4. 5. (b) the shelter should be mounted on flat bed als of size 16 ft x 8 ft (c) the shelter should be prefabricated and should have foldable wings for roof, floor and walls to provide a hall of size 5.4m x 4.80m x 2.44m i.e (18 ft x 16 ft x 8 ft) when all wings panel completely opened and on side of the same not enclosed. (d) opening and closing of wings should be operated through winches system manually. the base panel wings should be supported by adjustable manual jack system. (e) mechanism of opening or closing of wings will be based on operation of winches supported with manual jack system, to be functioned as under:- (i) opening the wings. the operator turns the winches handle, engaging the system to lift the top & bottom wings smoothly which are connected by steel wire rope. as the wing panels lifts, the adjustable manual jack at the base panel, are extended to provide additional support ensuring stability of the telescope structure. (ii) closing the wings. the operator when turns the winches handle in the opposite direction lowers the wing panels to closed position (see drg no 6). the adjustable manual jack can be gradually retracted to lower the base panel, ensuring controlled and smooth movement. (iii) the jack to be welded/bolted with base plate of size 300mm x 300mm x 10mm thick steel plate and the height of jack should be max of 6 openable. (iv) advantages: - (a) manual control - the winches system allow for precise manual control over the shutter movement. (ab) mechanical advantage - gears reduce the effort needed to lift or lower the wings. (ac) stable support - manual jacks provide strong and stable support for the base panel, ensuring safe and efficient operation. this mechanism of manual jack and winches system to ensure efficient, controlled, and fail safe operation of the wings. (f) tech staff of contractor to be present during assembling of shelter till its final taking over on charge by the insp team. (g) assembling and mounting of shelter on flat bed als to be provided by contractor as a onetime measure/initial demonstration till its final taking over on charge by the insp team. design criteria. (a) seismic co-efficient as per seismic zone iii. (b) wind load - equivalent to wind speed of 55 mtrs/sec as per is-875-2015 (reaff 2020). (c) roof slope -1:1.2. (d) external temperature (-) 10 0c to + 500c. (e) water absorption/penetration since, the shelter is removable and joints are not of permanent nature, flexibility in adoption of mechanism for sealing the joinery through appropriate means like silicon gel etc has been kept reserved for a later stage for optimum outcome during execution. however, the fwg mechanism would be adopted for sealing the joints. (i) rubber or silicon gaskets - rubber or silicon gaskets to be applied around the edges of the shelter panels and doors. it will be compressed to form a watertight and airtight seal when the shelter is assembled. (f) termite proofing all components of woods & puf to be treated for termite proofing. (g) ease of construction shelter should be modular in design. (h) design load as per is-875-2015 (reaff 2020)

Central Government / Public Sector

CTN :38916912 Due date: 25 Jan, 202525 Jan, 2025 NA
Tender For maintenance and upliftment of dppl dadri station include civil works, steel structure works, painting of building, boundary wall and process piping, waterproof treatment of roof and renovation of existing bituminous road and pathways.

CTN :38874031 Due date: 29 Jan, 202529 Jan, 2025 NA
Tender For supply of supply and fixing of roof structure of cgi sheet , supply and fixing of aluminium frame with acp sheet , flooring and plastering as per ground requirement , led tube light 20 watt , cooling system duct cooler , electrical wiring as per ground requirement , solar system 450 watt with battery backup , painting work as per ground requirement
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