Water Resources and Irrigation Government Departments Closing in 1 days TDR #57757021

Tender For Construction And Repair Of Boundary Wall, Pump House And Front Approach Area Of The Main Gate At The Office C Us Of Purulia Construction Sub-Division-Ll Under Purulia Construction Division (Lnigation).

Issued by Government Departments · Purulia, West Bengal
Tender Value
8.34 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
1 days left
EMD
16681
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction And Repair Of Boundary Wall, Pump House And Front Approach Area Of The Main Gate At The Office C Us Of Purulia Construction Sub-Division-Ll Under Purulia Construction Division (Lnigation).

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 13-Oct-2026 Date Corrigendum Date 28-Oct-2026
2 29-Oct-2026 Date Corrigendum_2 Date 04-Nov-2026

BOQ

Name of Work:- Construction and Repair of Boundary Wall, Pump House and Front Approach Area of the Main Gate at the Office C us of Purulia Construction Sub-Division-ll under Purulia Construction Division (lnigation).
Sl. No. Item Description
1Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.a) Depth of excavation not exceeding 1,500 mm.
2Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
3Surface Dressing of the ground in any kind of soilincluding removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.a) Depth of excavation not exceeding 1,500 mm.
4Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floorheight shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge.
5Ordinary 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.(i) Pakur Variety
6Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes.a) Pakur Variety
7Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINL
8125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor.
9Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface]ii) With 1:4 cement mortara) 20 mm thick plaster
10Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion
11Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of theEIC.In Ground Floor:(b) Two Coats
12Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m.a) In ground floor including roof.
13A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity)(B) Do - by fine sand
14Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
15Stripping off worn out plaster and raking outjoints of walls, celings etc. upto any height and inany floor including removing rubbish within alead of 75m as directed
16Colour washing with \\"ELLA\\" with a coat of white wash primingincluding cleaning and smoothening surface thoroughly :(b) Two coats
17Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m.b) Extra rate for each addl. Floor over the rate ofground floor3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement . (iii) 35 mm. thick
18Dismantling carefully terraced floor only(including floor finish if any) or lime terracing inground floor roof and removing rubbish asdirected within a lead of 75 m.(b) Extra rate for each addl floor over the rate ofground floor
19Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.
20Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m.(a) upto 150 mm. thick
21Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4) with stone chips, laid in panels as directedwith topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) includingsmooth finishing and rounding off corners including rakingout joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75kg/sq.m all complete including all materials and labour.In ground floor.3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).Using grey cement
22a) Applying 2 coats of bonding agent with synthetic multi functional rubberemulsion having adhesive and water proofing properties by mixing with waterin proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer'sspecification [Cement to be supplied by the Department]
23M.S. works in framed gratings of window etc.made of round orsquare bars and frame work or M.S. flats (with the bars securelyfixed to the flat bar frame) with or without intermediate flat barstiffener and fixed with necessary screws etc. complete, as directed.
24Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost ofall labour and materials. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57757021
AUTHORITY Government Departments
TENDER VALUE 8.34 Lakhs
LAST DATE 04-11-2026
Authority
Authority Name Irrigation And Waterways Department
Work Description Tender for Construction And Repair Of Boundary Wall, Pump House And Front Approach Area Of The Main Gate At The Office C Us Of Purulia Construction Sub-Division-Ll Under Purulia Construction Division (Lnigation).
Basic Detail
Tender No WBIW/EE/PUAIWA001/e-NIT4/26-27
Bidding Type Tender
Location
City Purulia
State West Bengal
Key Dates
Publish Date 29 Oct 2026
Submission Date 04 Nov 2026
Open Date 05 Nov 2026
Finance
Tender Value 8.34 Lakhs
Tender Fee Ref. Documents
EMD 16681
Exemption Not Available
Document List
2911.pdf
82862d19-42c3-4726-ba6c-dedbabd36182.html
BOQ_5165510.xls
Tendernotice_1 (44).pdf

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Tender Timeline

Oct 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Nov 04, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Nov 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
pdf

2911.pdf

html

82862d19-42c3-4726-ba6c-dedbabd36182.html

xls

BOQ_5165510.xls

pdf

Tendernotice_1 (44).pdf

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