Tender For Replacement Of Old /Providing Fire Hydrant Pipe Line In Switch Yard At 220Kv Sub-Station, Bbmb, Delhi.
Tender Value
9.29 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
26 days left
EMD
9300
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Replacement Of Old /Providing Fire Hydrant Pipe Line In Switch Yard At 220Kv Sub-Station, Bbmb, Delhi.
BOQ
| Sl. No. | Item Description |
| 1 | Supply and fixing of weather proof standard hose cabinet (900mm X 750mm X 400mm) outdoor type suitable for accommodating yard hydrants made of 1.5mm thick M.S. sheet having central opening glazed door including necessary locking arrangement, painting one coat of primer and two coats of postal red enamel paint and housing 2 nos. canvas hose pipe and branch pipe as required. (The cabinet shall be floor mounted on suitable raised platform). The shutters are to be lockable type. The words “Hose Cabinet” to be painted on the box. |
| 2 | Providing Stainless steel ISI MARKED 63mm Dia male instantaneous pattern short branch pipes with 15 mm dia Nozzle as per IS: 903, suitable for hydrostatic test pressure 21kg/sqcm and suitable for interconnections to hose pipe coupling as required. |
| 3 | Supply and installation of ISI marked single headed 63mm dia stainless steel hydrant valve (Type A) suitable for hydrostatic test pressure of 21kg/sqcm, 80mm dia flanged inlet with 63 mm female instantaneous outlet confirming to IS:5290 on the fire wet riser/down corner, including making 80NB pipe flange connection with riser, fixing the landing valves in proper positions including supply of nuts ,bolts, gaskets, caps, chains etc .testing the hydrant and completing the work in all respect as per directions of the engineer-in-charge. |
| 4 | Providing 63mm(2.5)” dia 15m long reinforced rubber lined hose pipe conforming to IS: 636-1992 Part -II with stainless steel male & female coupling stainless steel wire wound with pipe as required. |
| 5 | Providing and laying double flanged (screwed/welded) centrifugally (spun) cast iron, Class B (IS:1536): 100mm Dia C.I. Double flanged pipe. |
| 6 | Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 Cm in depth, including consolidating each deposited layer by ramming, watering etc and disposing of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia |
| 7 | Butterfly Valve ( Manual) with C I body SS Disc, Nitrile rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot water circulation as specified 100mm dia. |
| 8 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Above 40 mm nominal bore |
| 9 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 10 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 11 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix). |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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