Water Resources and Irrigation Government Departments Closing in 5 days TDR #56372379

Tender For maintenance and repair To The Of Outlet At Ch 362.00 (R/B) Of Dbc In Connection With Khariff Irrigation 2026 In Block-Aushgram-I, In The District Of Purba Bardhaman Of Galsi (I) Section Of D.C. Sub-Division No.-Iii Under D.C. Division.

Issued by Government Departments · Bardhaman, West Bengal
Tender Value
3.95 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
5 days left
EMD
7909
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Bardhaman → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for maintenance and repair To The Of Outlet At Ch 362.00 (R/B) Of Dbc In Connection With Khariff Irrigation 2026 In Block-Aushgram-I, In The District Of Purba Bardhaman Of Galsi (I) Section Of D.C. Sub-Division No.-Iii Under D.C. Division.

BOQ

Name of Work:- M/R to the of outlet at ch 362.00 (R/B) of DBC in connection with khariff irrigation 2026 in Block-Aushgram-I, in the District of Purba Bardhaman of Galsi (I) Section of D.C. Sub-Division No.-III Under D.C. Division.
Sl. No. Item Description
1Earthwork in execavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge.Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
2Extra rate over Item Nos.1 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.
3Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
4Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches,leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge.In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means. upto 3 m depthWithout pumping out water and shoring
5Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or in foundation or in foundation trenches
6Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
7Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
8Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.Pakur Variety
9Cast-in situ cement concrete blocks or lining units as per designed section and specification, in nominal mix proportion 1:1.5:3 (corresponding to M20 Grade) with well graded 20mm down stone metal aggregatre,laid in position by casting in alternative panels or otherwise to keep a gap of12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100µm to act as a separator between the bottom surface of the block and the sand cushion/filter materials laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and sand mortar,curing and filling the gap between the adjacent units by 5.6 mm coarse aggregate to be compacted properly,with all leads and lifts including supply and carriage of all materials, complete without the cost of sand cushion filter.(The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete). Stone aggregates of Pakur or Rajmahal or broken stone of North Bengal varieties.Note:- Provisions of the latest Departmental Manual for Lining in Irrigation Canal are to be followed,whereever applicable.
10Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 mTor steel/ Mild SteelTor Steel rods / HYSD bars / TMT bars (SAIL/ TATA/ RINL )
11Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin- charge) excluding cost of Mild Steel guide channel, sill beam,gearing arrangement etc. but including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56372379
AUTHORITY Government Departments
TENDER VALUE 3.95 Lakhs
LAST DATE 17-07-2026
Authority
Authority Name Irrigation And Waterways Department
Work Description Tender for maintenance and repair To The Of Outlet At Ch 362.00 (R/B) Of Dbc In Connection With Khariff Irrigation 2026 In Block-Aushgram-I, In The District Of Purba Bardhaman Of Galsi (I) Section Of D.C. Sub-Division No.-Iii Under D.C. Division.
Basic Detail
Tender No WBIW/EE-II/DCD/eNIT-09/2026-27
Bidding Type Tender
Location
City Bardhaman
State West Bengal
Key Dates
Publish Date 09 Jul 2026
Submission Date 17 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 3.95 Lakhs
Tender Fee Ref. Documents
EMD 7909
Exemption Available
Document List
2911i.pdf
b9c2fab0-2586-4c17-b05c-0b912aa72805.html
BOQ_2532304.xls
Tendernotice_1 (15).pdf

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Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
pdf

2911i.pdf

html

b9c2fab0-2586-4c17-b05c-0b912aa72805.html

xls

BOQ_2532304.xls

pdf

Tendernotice_1 (15).pdf

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