Tender For Replacement Of Deteriorated/Damaged Header Pipeline Of Tubewells Installed At Pwd Land Site Opposite Akshardham Temple.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Nov 2026
2 days left
EMD
26000
Bank guarantee accepted
Document Fee
500
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 Deteriorated/Damaged Header Pipeline Of Tubewells Installed At Pwd Land Site Opposite Akshardham Temple.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing Mild steel pipes fabricated/manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001 or out of HR coils of same/equivalent grade; internally lined with Cement Mortar confirming to IS 3589:2001 and having external / outside 4 mm coaltar coating and wraping confirming to IS 10221-2008 complete in all respect as per relevent IS codes with uptodate amendments and as directed by Engineer-in-charge. i) 300 mm nominal dia (clear internal dia.) pipes of 5 mm thickness (min) and 6 mm thick internal cement mortar lining and exterior / outside 4 mm coaltar coatig and wrapping. |
| 3 | Laying in position M.S. pipes/Steel cylinder reinforced concrete pipes suitable for rubber ring jointing or welding or flanged jointing (excluding cost of pipe) |
| 4 | Providing Mild steel Specials fabricated/manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001 or out of HR coils of same/equivalent grade; internally lined with Cement Mortar confirming to IS 3589:2001 and having external / outside 4 mm coaltar coating and wraping confirming to IS 10221-2008 complete in all respect as per relevent IS codes with uptodate amendments and as directed by Engineer-in-charge. i) 300 mm nominal dia(clear internal dia) spacials of 5 mm thickness (min) and 6mm internal cement mortar lining and exterior/outside 4 mm coaltar coating and wrapping. |
| 5 | Laying in position M.S. Specials / Steel cylinder reinforced concrete special suitable for rubber ring jointing or welding or flanged jointing (excluding cost of pipe) |
| 6 | Welding / Cutting by gas or electric plant including transportation of plant at site etc., all complete |
| 7 | Providing, Supplying, Installation at site ISI mark Cast iron Sluice Valves of PN 1.0 with EPDM rubber gaskets , rubber sheeet and MS nuts and bolts as per requirements, field testing and commissioning complete as per specifications, including all cost of materials, providing flange joints 2 nos. ,labour required, transportation upto site,loading, unloading and stacking etc. complete as per IS 14846 specifications or as directed by Engineer in charge. i) 300 mm dia |
| 8 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 9 | Supply and stacking at site manhole cover with steel fibre of ISI marked confirming to IS:12592 Part-I of HD 20 with matching frame of class HD-20 confirming to IS:12592 Part-II with 875 mm external dia.& 560 mm internal diameter. |
| 10 | Fixing of SFRC man hole cover and frame, 560 mm dia HD-20/EHD-35 |
| 11 | Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m |
| 12 | Hire charges of pump set for pumping out water @ 4000 lit/hr. including cost of services ofoperating staff, cost of lubricating oil, diesel/Petrol/Kerosene oil, other consumables for running the plant and machinery |
| 13 | Hiring of Hydraulic Excavator (3D) with driver and fuel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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