Housing Urban and Rular Development Local Bodies Closing in 4 days TDR #56350893

Tender For Construction Of Bus Stand At Pump House More At The Junction Of Sahid Sukumar Banerjee Sarani And Armstrong Avenue , Bidhannagar , Durgapur - 713212.

Issued by Local Bodies · Paschim Bardhaman, West Bengal
Tender Value
5.56 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
4 days left
EMD
11124
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Bus Stand At Pump House More At The Junction Of Sahid Sukumar Banerjee Sarani And Armstrong Avenue , Bidhannagar , Durgapur - 713212.

BOQ

Name of Work:- Construction of Bus Stand at Pump House More at the Junction of Sahid Sukumar Banerjee Sarani and Armstrong Avenue , Bidhannagar , Durgapur - 713212.
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 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.
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
3Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
4Supplying and laying Polythene Sheet (150gm / sq.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
5Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes. Pakur variety
6Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
7Reinforcement 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. (i) Tor steel/Mild Steel, II. Other than SAIL/ TATA/RINL
8Hire 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 after completion of works (upto roof of ground floor), (f) 25 mm to 30 mm shuttering without staging in foundation
9Hire 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 after completion of works (upto roof of ground floor), (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
10Brick work with 1st class bricks in cement mortar (1:6), (b) In superstructure, ground floor
11125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor,
12Plaster (to wall, floor, ceiling etc.) 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], (i) With 1:6 cement mortar, (c) 15 mm thick plaster
13Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./ Sq m or using polymerized adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sq m below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth up to mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge., (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White
14Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc, (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/ Sq.m & joint filling using white cement slurry @ 0.20kg/ Sq.m, (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative,
15Supplying, fitting & fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineerin- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge. [At Ground Floor], iii) Mural aligned/ CAD Design Type,
16Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 Cu m per100 sq.m
17Applying Exterior Grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat,
18Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat), a) Normal Acrylic Emulsion
19Supplying and laying cheered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq. at back side and @2.4 kg/Sq. for joint filling] Red Variety (i) 25 mm. thick
20Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
21Add, G. S. T. 18.00% For Item no. - 1 to 20
22Add, CESS 1.00% For Item no. - 1 to 21. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56350893
AUTHORITY Local Bodies
TENDER VALUE 5.56 Lakhs
LAST DATE 15-07-2026
Authority
Authority Name Asansol Durgapur Development Authority
Work Description Tender for Construction Of Bus Stand At Pump House More At The Junction Of Sahid Sukumar Banerjee Sarani And Armstrong Avenue , Bidhannagar , Durgapur - 713212.
Basic Detail
Tender No ADDA/DGP/ED/N-02/2026-27
Bidding Type Tender
Location
City Paschim Bardhaman
State West Bengal
Key Dates
Publish Date 08 Jul 2026
Submission Date 15 Jul 2026
Open Date 20 Jul 2026
Finance
Tender Value 5.56 Lakhs
Tender Fee Ref. Documents
EMD 11124
Exemption Not Available
Document List
7b5b35b2-3295-43bb-9107-b22e9ea2898d.html
BOQ_2531993.xls
TenderBook.pdf
Tendernotice_1 (15).pdf

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Tender Timeline

Jul 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Jul 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

7b5b35b2-3295-43bb-9107-b22e9ea2898d.html

xls

BOQ_2531993.xls

pdf

TenderBook.pdf

pdf

Tendernotice_1 (15).pdf

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