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Tender For purchase of mt spares - tie rod shaft lh , tie rod shaft rh , ball join kit sumo , needle bearing , spider bearing inner , dual brake valve , flexible bush for mtg bracket lh or rh , s or a of socket lh , s or a of socket rh , relay 24v , end assy , throttle body cleaner , steering pump , head cylinder gasket , high intensity reflective tape , sump heater 24v , reduction winch swc , filter assy , door beeding , hub nut bolt , pneumatic relay valve , front brake pad , rear brake pad
Tender For supply of multi utility panel of size 900 x 300 x 300mm fabricated , track cable of 16mm dia swr , hauling cable of 10mm dia swr , tower anchorage cable of 10mm dia swr , morris block of capacity 5 ton , bull dog grip 16mm , bull dog grip 10mm , wooden planks of kikar wood , hauling pully with frame capacity 4 point 5 ton , winch mechanism with 7 point 5 hp with fwd and reverse bak with gear box , modified traveller bicyle , steel crib clamp modified , trolley , modified anchorage iron pole , op hold fast 1m long , op pin by spike high carbon without eyelid , d clamp , o ring , rope puller assembly 5 to 8 tonn with clamps , 6 to 24mm double end spanner ring , l key key by screw driver set 2mm to 16mm , angle grinder with 25 cuting with 10 blades , tool kit all sized ring spanners
Tender For corrigendum : repairs to winch motors, gear mechanism and electric panel including repairs to the high mast (3 nos) of colvale jail colvale bardez goa
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)