Web Analytics Made Easy - StatCounter

Steel Gate Tenders

Get complete information related to latest Steel Gate Tenders . from India at Classic Tenders. Search the best available tenders from Indian government tenders, domestic Steel Gate Tenders , private tenders, online tenders, tender invitation notice, business tender notices, online tenders and bidding Steel Gate Tenders .

Filter
Loading....
Loading....
Loading....
Loading....
Loading....

Bid Submission Date Range
Tender Value

Central Government/Public Sector

CTN :38984572 Due date: 25 Jan, 202525 Jan, 2025 1.98 Lacs
Tender For repair/replacement of unsv service cable alongwith wall mounted bus bar chamber at toilets block of cpg camp area, repair/replacement of rusted/broken lt panel / bus bar doors at different location of cpg area alongwith connected items under the aor

Central Government/Public Sector

CTN :38609064 Due date: 22 Jan, 202522 Jan, 2025 NA
Tender For corrigendum : replacement of wooden panel doors with flush type doors in atc building at ground and second floor and provision of illuminated signal squre and provision of interlocking tile flooring near mi room at icgas daman and replacement of office doors fitte

Central Government And Public Sector

CTN :37162236 Due date: 20 Jan, 202520 Jan, 2025 14.38 Lacs
Tender For bid to ras supply of different types of manual valves - cast steel gate valve, cast carbon steel globe valve, stainless steel full port, globe valve, stainless steel full port, ci gate valve, gun metal gate valve, ball valves, check valve, needle valve, needle valve, ss valve, ss tee |

Central Government/Public Sector

CTN :38612991 Due date: 23 Jan, 202523 Jan, 2025 NA
Tender For corrigendum : design, manufacture/fabrication, testing, inspection & delivery of caste steel gate and globe valves-steam services (pkg no. sm-607 part-id) on f.o.r bokaro steel plant site basis on f.o.r bokaro steel plant site basis required for rebuilding of coke oven battery no. 6 at sail, bokaro steel limited, bokaro, jharkhand.

Central Government/Public Sector

CTN :38609083 Due date: 23 Jan, 202523 Jan, 2025 48.00 Lacs
Tender For corrigendum : repair to roof sheet, wall cladding, valley gutter, sky lights, steel gates and allied works at 147 ad regt and 915 wksp under age b/r(west) at ge dehu road.

Central Government/Public Sector

CTN :38970287 Due date: 05 Feb, 202505 Feb, 2025 38.14 Lacs
Tender For provn of 250 kva servo stabilizer at proj dcn, provn of 3 phase elect connect for mi room and icu/ot of mh, provn of lightening conductor and steel gate with pad lock building no p-26 (qt guard) of 112 engr regt and special repair under ge (east) mathura

State Government

CTN :38928714 Due date: 24 Jan, 202524 Jan, 2025 9.19 Lacs
Tender For i) raising of female enclosure ii)permanent wall at verandah of administrative building iii) sloping of step at plinth of internal boundary wall and iv) steel gate

Central Government/Public Sector

CTN :38693940 Due date: 22 Jan, 202522 Jan, 2025 NA
Tender For corrigendum : supply of acb 1000a, 415v sgp , components as per sr no. 25 of annexure- , busbar, retrofit kit & panel doors , spares viz. dc trip coil, dc closing coi , additional supply & replacement of door

Central Government/Public Sector

CTN :38933752 Due date: 27 Jan, 202527 Jan, 2025 16.75 Lacs
Tender For addn/ altn to bathroom at building no. 533 (rezangla block) at ota, provn of steel gate at usman lines, provn of sun shade at certain buildings of samara enclave at ota, provn of plastic speed breaker at certain places of ota, provn of aluminium partition an

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)
 Loading, Please wait...

Connect us via What's Up