Tender For Laying Of Rising Mains From Rishi Nagar New Tubewellto S.G.R.R. Bharmawala Khala Overhead Tank Adhoiwala Zone Under North Division.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Aug 2026
15 days left
EMD
62300
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying Of Rising Mains From Rishi Nagar New Tubewellto S.G.R.R. Bharmawala Khala Overhead Tank Adhoiwala Zone Under North Division.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | DATE EXTENSION | Date | 13-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | LAYING OF RISING MAINS FROM RISHI NAGAR NEW TUBEWELLTO S.G.R.R. BHARMAWALA KHALA OVERHEAD TANK ADHOIWALA ZONE UNDER NORTH DIVISION. |
| 2 | Cartage of 100 mm dia M.S.E.R.W. Pipe from Central Store to water works store and water works to site store by loader for an average distt. including supply of all labour, material Avg. dis 25 km, T&P etc. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.bituminous road |
| 5 | Dismentling of cement concrete pavements by mechanical means using pneumatic tools breaking pieces not exceeding 0.02cum in volume and stock pilling at destignated locations and disposals of dismanteled materials upto a lead of 1000 meters |
| 6 | Earth work in excavation of 100 mm dia MSERW pipe MSERW Pipe line into trenches and refilling the same after laying & jointing of pipe line including supply of all labour, T&P etc100 mm dia MSERW pipe 4.8 mm thick . |
| 7 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, and GI/AC Pipe Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends, Tee and joining of two different sizes of pipe by welding, completion of work with testing of pipe line T&P etc complete.100mm dia MSERW pipe 4.8 mm thick . |
| 8 | Interconnection of following different size of pipeline:100x 100 mm |
| 9 | Providing and Fixing of CI D/F Non Return Valves/sluice valve in position including all material, labourer, T&P etc complete. PN 16100mm NRV |
| 10 | 80 mm Air valve |
| 11 | 100 mm sluice valve |
| 12 | P:C:C 1:2:4 for repairing of CC Road being damaged by laying of pipe line. |
| 13 | Shifting/Repairing of Private Connection/Repairing of Damaged water connection during laying of pipeline |
| 14 | Laying of old cement concrete interlocking paver blocks of any design/shape laid in required line, level curvature, colour and pattern over and including 50 mm thick compacted bed of coasrse sand falling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge (Old CC paver blocks shall be supplied by the departmental free of cost) |
| 15 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.( 20% 0f Excavated earth) |
| 16 | Constructing masonry Chamber 120x120x120 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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 : Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 15 daysAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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