Water Resources and Irrigation Government Departments Closing in 6 days TDR #57741567

Tender For Maintenance And Repair To The Shed Infront Of Main Entrance Of Satkahania Inspection Bunglow, Drain And Fencing Etc. Of Satkahania Section Under Dc No.-Ii Sub Division Within Damodar Head Works Division.

Issued by Government Departments · Purba Bardhaman, West Bengal
Tender Value
5.51 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
6 days left
EMD
11034
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Maintenance And Repair To The Shed Infront Of Main Entrance Of Satkahania Inspection Bunglow, Drain And Fencing Etc. Of Satkahania Section Under Dc No.-Ii Sub Division Within Damodar Head Works Division.

BOQ

Name of Work:- Maintenance and repair to the shed infront of main entrance of Satkahania inspection bunglow, drain and fencing etc. of Satkahania section under DC No.-II Sub Division within Damodar Head Works Division.
Sl. No. Item Description
1Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
2Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. a) Pakur Variety
3Hire 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. b) Where staging is not required.
4Supplying, fitting, fixing,Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised\\"C\\" clips togridof horizontal strands of galvanised high tensile spring steel wire of 12 S.W.Gwhich have to be tensioned and fixed to thevertical postsbymeansof galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts) (I) 50 mm. x 50 mm. x 8 g.
5M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming toIS:226, IS:80 & SP(6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting,metal arcwelding conforming to IS:816-1969&IS:1995 using electrodes of approved makeand brand conforming to IS:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section,consumablessuchas electrodes, gas and hire charge of all tool sand plants and labour required for thework including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight.Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actualweight of such itemswith the weight of finished structural members or 7%of weight for finished structural members weighing not less than 22.5Kg. /m.or 15% of weight for finished structal member sweighinglessthan22.5Kg. /m.may be increased allow fo rbracket, cleat, rivet, boltsandnuts etc. and no seperate payment being made for these items,as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. /2nd floor level fromtheground.Add1.5%extraover therate foreach additional floor or 4m. beyond initiial 8m. or part thereof.I)For structural members of specified sections weighing less than 22.5 Kg./m
6Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand papering etc.
7Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :With super gloss (hi-gloss) - (ii) Two coats (with any shade except white)
8Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of 1S 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC: SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of 3 IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand,compaction.levelling and filling up of the edge gap, 50mm thick (ii) Coloured decorative
9Supplying, fitting &fixing Industrial Troughed Aluminium sheet (excluding the supporting framework) of approved make & brand inalloy 3105 conforming to IS: 1254-1991 fitted and fixed with75mm & 25mm Self tapping screw, EPDMW as her16mm dia 3mm thwas heretc complete with 150 mm. end lap and one corrugation minimum side lap.(Payment tobemadeonareaof finishedwork) (Aluminium sheet to be supplied by contractor).b) With 0.71 mm thick sheet
10Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor
11Plaster(to wall, floor, ceilingetc.)with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (b) 15 mm thick plaster
12Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor: (a) One Coats
13Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.In Ground floor: (iii) Two coats
14Earthwork inexcavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any othermechanicalmeanson land , including loading, transporting, unloading and stacking withall lifts bothways and head load where necessary anddepositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of theEngineer-in-chargewithin a lead of, NB :- Measurement to be taken on the basis of stack measurement / pre post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Beyond 1.00 km and upto 2.00 km Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57741567
AUTHORITY Government Departments
TENDER VALUE 5.51 Lakhs
LAST DATE 05-10-2026
Authority
Authority Name Irrigation And Waterways Directorate
Work Description Tender for Maintenance And Repair To The Shed Infront Of Main Entrance Of Satkahania Inspection Bunglow, Drain And Fencing Etc. Of Satkahania Section Under Dc No.-Ii Sub Division Within Damodar Head Works Division.
Basic Detail
Tender No WBIW/EE/DHWD/eNIT13(e)/26-27
Bidding Type Tender
Location
City Purba Bardhaman
State West Bengal
Key Dates
Publish Date 28 Sep 2026
Submission Date 05 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 5.51 Lakhs
Tender Fee Ref. Documents
EMD 11034
Exemption Available
Document List
2911.pdf
8b76e821-7c1b-48e7-854a-3b6279f7ae35.html
BOQ_5165938.xls
Tendernotice_1 (44).pdf

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Tender Timeline

Sep 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
pdf

2911.pdf

html

8b76e821-7c1b-48e7-854a-3b6279f7ae35.html

xls

BOQ_5165938.xls

pdf

Tendernotice_1 (44).pdf

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