Tender ID

West Bengal

AOC

Works

CIVIL WORKS

Civil Work

MUNICIPAL AFFAIRS DEPARTMENT

Jiaganj | Murshidabad, West Bengal

Amount: ₹99.8 LCloses: 21 Aug 2026Closed

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Timeline

Published6 Aug 2026
Closed21 Aug 2026
Technical Evaluation12 Oct 2026
Awarded29 Oct 2026

Bids

Percentage

4 Bids29 Oct 2026

#	Company	Amount	Rank	Status
1	SOMYADEEP ENTERPRISE L1₹99.7 LAccepted-AOC	₹99.7 L	L1	Accepted-AOC L1
2	R K CONSTRUCTION L2₹1.0 Cr+₹59,873.30 (0.60%)Rejected-Finance FK 16 JYANGRA DAKHIN MATH KOLKATA 700059 \| KOLKATA \| 24 PARAGANAS NORTH \| WEST BENGAL \| 700059	₹1.0 Cr+₹59,873.30 (0.60%)	L2	Rejected-Finance L2
3	MD RIPON SK L3₹1.0 Cr+₹1.1 L (1.10%)Rejected-Finance BEIDANGA UTTARPARA MURSHIDABAD WB 742133 \| MURSHIDABAD \| WEST BENGAL \| 742133	₹1.0 Cr+₹1.1 L (1.10%)	L3	Rejected-Finance L3
4	BABU SK Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Others-As the agency unwillingness to execute the work by letter

Tender Value

₹99.8 L

EMD Value

₹2.0 L

Closing Date

21 Aug 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Officer

Address

Town Center, Jiaganj - Azimganj Municipality

Work Description

Road Restoration work of Pipe Laying under Water Supply Project at Jiaganj Town covering 13 Nos

Tender Information

Tender ID

2026_MAD_1036169_1

Reference Number

07/PWD/2026

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

180 days

Location

Jiaganj

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender Notice (.pdf)

RequiredTender Form (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

29 Oct 2026

Published

6 Aug 2026

Bid Opening

24 Aug 2026

Download Starts

6 Aug 2026

Download Ends

21 Aug 2026

Submission Starts

6 Aug 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
1.01	Depth up to 150 mm. for CC Road	-	Sq.m.	14.4	-
1.02	For each additional Depth of 150mm and part	-	Sq.m.	19	-
2	Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.	-	Sq.m.	24	-
3	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.	-	Cum	5,838.4	-
4	Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.	-	Cum	1,803.6	-
5Water Bound Macadam Base Course Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5.01	(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) B. Manual Means	-	Cum	2,309.78	-
5.02	(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means	-	Cum	2,333.14	-
6	Prime Coat 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).	-	Sq.m.	33.28	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 11.95 MB

Tendernotice_2.pdf

PDF • 3.78 MB

Work Item Documents

BOQ_2545438.xls

BOQ • 0.25 MB

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Company

SOMYADEEP ENTERPRISE

L1₹99.7 LAccepted-AOC

R K CONSTRUCTION

L2₹1.0 Cr+₹59,873.30 (0.60%)Rejected-Finance

FK 16 JYANGRA DAKHIN MATH KOLKATA 700059 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700059

MD RIPON SK

L3₹1.0 Cr+₹1.1 L (1.10%)Rejected-Finance

BEIDANGA UTTARPARA MURSHIDABAD WB 742133 | MURSHIDABAD | WEST BENGAL | 742133

BABU SK

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
1.01	Depth up to 150 mm. for CC Road	-	Sq.m.	14.4	-
1.02	For each additional Depth of 150mm and part	-	Sq.m.	19	-
2	Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.	-	Sq.m.	24	-
3	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.	-	Cum	5,838.4	-
4	Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.	-	Cum	1,803.6	-
5Water Bound Macadam Base Course Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5.01	(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) B. Manual Means	-	Cum	2,309.78	-
5.02	(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means	-	Cum	2,333.14	-
6	Prime Coat 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).	-	Sq.m.	33.28	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.

1.01

Depth up to 150 mm. for CC Road

Sq.m.

14.4

1.02

For each additional Depth of 150mm and part

Sq.m.

Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.

Sq.m.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.

Cum

5,838.4

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.

Cum

1,803.6

5Water Bound Macadam Base Course Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

5.01

(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) B. Manual Means

Cum

2,309.78

5.02

(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means

Cum

2,333.14

Prime Coat 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).

Sq.m.

33.28