West Bengal Sdc

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Works

CIVIL WORKS

WB/DKM/Admin/e-NIT-55/2026-27

MUNICIPAL AFFAIRS DEPARTMENT

Dankuni | Hooghly, West Bengal

Amount: ₹5.0 LCloses: 12 Oct 20262d left

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Timeline

Published8 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹5.0 L

EMD Value

₹9,957

Closing Date

12 Oct 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

Administrator Dankuni Municipality

Address

MONOHARPUR UTTAR SUBHASPALLY DANKUNI HOOGHLY

Work Description

REPAIRING OF DANKUNI STATION ROAD IN WARD NO-15 UNDER DANKUNI MUNICIPALITY

Tender Information

Tender ID

2026_MAD_5078577_1

Reference Number

WB/DKM/Admin/e-NIT-55/2026-27

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

15 days

Location

Dankuni

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Required2911 (.pdf)

RequiredTender Documents and emd (.pdf)

RequiredCertificate(s) (.pdf)

RequiredCompany Detail(s) (.pdf)

RequiredCredential (.pdf)

RequiredFinancial Info (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹9,957

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

8 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Manual Means Granular courses	69.3	Cu.m	481	₹33,333.3
2	By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401	86.63	Cu.m	2,174.39	₹1,88,356.53
3	Wet Mix Macadam ------Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadamspecification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. Note 1. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm .	69.3	Cu.m	2,540.26	₹1,76,040.02
4	Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)	693	Sq.m	28.83	₹19,979.19
5	Total (the items which are taken from PWD SOR) Add GST @ 18% on total	-	%	0.18	-
6	Add Labour welfare Cess @1%	-	%	0.01	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.51 MB

Work Item Documents

NIT.pdf

Tender Documents • 1.49 MB

BOQ_5179062.xls

BOQ • 0.23 MB

2911.pdf

Additional Documents • 0.96 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Manual Means Granular courses

69.3

Cu.m

481

₹33,333.3

By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401

86.63

Cu.m

2,174.39

₹1,88,356.53

Wet Mix Macadam ------Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadamspecification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. Note 1. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm .

69.3

Cu.m

2,540.26

₹1,76,040.02

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)

693

Sq.m

28.83

₹19,979.19

Total (the items which are taken from PWD SOR) Add GST @ 18% on total

0.18

Add Labour welfare Cess @1%

0.01