Water Resources and Irrigation Government Departments Closing in 16 days TDR #58270976

Tender For Construction Of Recharge Shafts (Ground Water Recharge For Accumulated Runoff To Achieve Water Neutrality) At Defence Colony District Dehradun.

Issued by Government Departments · Dehradun, Uttarakhand
Tender Value
2.45 Crore
Estimated cost
Bid Submission
16 Nov 2026
16 days left
EMD
7.36 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Recharge Shafts (Ground Water Recharge For Accumulated Runoff To Achieve Water Neutrality) At Defence Colony District Dehradun.

BOQ

Name of Work:- Construction of Recharge Shafts (Ground Water Recharge for Accumulated Runoff to Achieve Water Neutrality) at Defence Colony District Dehradun.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including dressing 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 50m. All kind of soil
2Excavating trenches of required width for pipes, cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then retuning 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. All kinds of soil, pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia.
3Extra for additional lift of 1.5m or part there of in excavation/banking excavated or stacked materials -all kinds of soil 1.50 to 3.00m depth.
4Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 1S: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia.
5Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to 1S: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, 200 mm nominal size dia.
6HDPE Pipe 160 MM
7Development of tube well in accordance with 1S : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories efc.
8M.S. pipe 200 mm dia casing pipe
9Febrication of strainer with nylon screen on 200 mm dia HDPE Pipe
10Pea Gravel
11P C C 1 4 8
12Brick work 1:4 cement mortor with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth
1312 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand)
14Supplying,filling, spreading & levelling gravels of size range 20 mm to 40mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge.
15Supplying ,fillng,spreading & leveling stone boulders of size range 10 cm to 20 cm, in recharge pit, in required thickness for all leads & lifts,all complete as per direction of engineer-in-charge.
16Supplying,filling, spreading & levelling gravels of size range 5mm to 10mm ,in recharge pit, over the existing layer of boulders,in required thicknes for all leads & lifts, all cpmplete as per direction of Engineer-in-charge.
17Supplying, filling,spreading fillter media levelling coarse sand range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer,for all leads &lifts, all complete as per direction of Engineer-in-charge.
18Providing, hoisting and fixing up to Plinth level excluding the cost of required centering, shuttering with reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
19Tor steel or iron work as reinforcement of R.C.C. work incld. supply of all materials ,labor, T&P etc reqd. for proper completion of work.
20Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
21Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
22Providind & fixing of Heavy Duty M.S iron Jali (2.00 M Q Size ) in wall of primary filter for upcoming water as per market rates
23Disposal 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. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58270976
AUTHORITY Government Departments
TENDER VALUE 2.45 Crore
LAST DATE 16-11-2026
Authority
Authority Name Minor Irrigation Department
Work Description Tender for Construction Of Recharge Shafts (Ground Water Recharge For Accumulated Runoff To Achieve Water Neutrality) At Defence Colony District Dehradun.
Basic Detail
Tender No 504
Bidding Type Tender
Location
City Dehradun
State Uttarakhand
Key Dates
Publish Date 29 Oct 2026
Submission Date 16 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value 2.45 Crore
Tender Fee 5000
EMD 7.36 Lakhs
Exemption Not Available
Document List
BOQ_119893.xls
d0f6760a-3031-4c34-83d6-3877e659d1ae.html
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_119893.xls

html

d0f6760a-3031-4c34-83d6-3877e659d1ae.html

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender