Technical Eval

Works

Civil Works

MOH. TAMMALGANJ WARD NO. 21 ME UNNAYAN SANSTHAN KE PICHE RAMBAG SAROVAR KA SAUNDARIKARAN AVAM NIRMAN KARYA

Directorate of Local Bodies UP

NAGAR PALIKA PARISHAD CHUNAR MIRZAPUR | Mirzapur, Uttar Pradesh

Amount: ₹42.4 LCloses: 30 May 2026Closed

Timeline

Published15 May 2026
Closed30 May 2026
Technical Evaluation3 Jun 2026
Award—

Bids

3 Bids3 Jun 2026

#	Company	Status
1	AJAY KUMAR SONKAR Accepted-Technical	Accepted-Technical TECHNICAL DOCUMENTS CORRECT
2	M/S. GANGA ASSOCIATES Accepted-Technical	Accepted-Technical TECHNICAL DOCUMENTS CORRECT
3	RAMESH CHANDRA YADAV Accepted-Technical	Accepted-Technical TECHNICAL DOCUMENTS CORRECT

Tender Value

₹42.4 L

EMD Value

₹84,746

Closing Date

30 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE OFFICER

Address

NAGAR PALIKA PARISHAD CHUNAR MIRZAPUR UP

Work Description

MOH. TAMMALGANJ WARD NO. 21 ME UNNAYAN SANSTHAN KE PICHE RAMBAG SAROVAR KA SAUNDARIKARAN AVAM NIRMAN KARYA

Tender Information

Tender ID

2026_DOLBU_1148424_1

Reference Number

58/AENS/NJTPSU/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

NAGAR PALIKA PARISHAD CHUNAR MIRZAPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,250

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

EXECUTIVE OFFICER

EMD Fee Amount

₹84,746

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jun 2026

Published

15 May 2026

Bid Opening

1 Jun 2026

Download Starts

15 May 2026

Download Ends

30 May 2026

Submission Starts

15 May 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 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of TALAB
1.01	PROVIDING COST OF DEWATERING INCLUDING COST OF BORING LAYING OF 4" DIA PVC PIPE HIRE CHARGE OF 7.50 K.V. DEISEL PUMPING SET. HIRE CHARGES OF P.V.C. PIPE AND COST OF 4* DIA PLASTIC PIPE FOR DISPOSAL OF WATER AS REQUIRED DISTANCE ALSO INCLUDING WAGES OF REPAIRING LEAKAGE DURING OPERATION HIRE CHAGES OF TRACTOR INCLUDING LOADING AND UNLOADING OF PUMPING SET.	40	HOUR	140	₹5,600
1.02	EXCAVATION IN FOUNDATION IN ORDINARY SOIL INCLUDING FILLING LIFT UPTO 1.5M AND LEAD UPTO 30M AND INCL. FILLING WATERING AND RAMMING OF EXCAVATED EARTH INTO THE TREANCHES OR INTO THE SPACE BETWEEN THE BUILDING AND THE SIDE OF FOUNDATION TREANCHES OR PLINTH AND REMOVAL AND DISPOSAL OF SURPLUS EARTH AS DIRECTED BY ENGINEER -IN-CHARGE UPTO A DISTANCE OF 30M FROM THE FOUNDATION TRENCHES INCL. ALL T&P PHOWASK AND BASKED ETC OMP.	5,510.81	cum	80	₹4,40,864.8
1.03	ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M	3,500	cum	128	₹4,48,000
1.04	ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M	3,500	cum	146	₹5,11,000
1.05	SAME AS ABOVE ITEM NO. 2 BUT ONE CHANGE EXTRA LIFT IN BC SOIL INCLUDING ALL COMP.	3,500	cum	164	₹5,74,000
1.06	CARTAGE AND DISPOSAL OF SURPLUS MALWA UPTO 5KM DISTANCE FROM THE SITE……..COMPLETED AS PER DIRECTION OF ENGINEER IN CHARGE	3,500	cum	42	₹1,47,000
1.07	PROVIDING AND LAYING SPREADING AND COMPACTING STONE AGGRIGATE OF SPECIFIC SIZE TO WATER BOUND MACADAM SPECIFICATION INCLUDING SPREADING IN UNIFORM THICKNESS HAND PACKING ROLLING WITH THREE WHEEL 80-100KN STATIC ROLLER IN STAGE TO PROPER GRADE AND CAMBER APPLYING AND BROOMING. CRUSHABLE SCREENING TO FILL UP THE INTERSTICS OF COARSE AGGRIGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL SPECIFICATION CLAUSE 405.	66.19	cum	2,190	₹1,44,956.1
1.08	CEMENT WITH 4CM GUAGE STONE BALLAST OF 1.25 F.N. AND CEMENT IN PROP. OF 1:5:10 FOUNDATION AND UPER FLOOR INCLUDING SUPPLY OF ALL MAT. LABOUR T&P ETC REQUIRED FOR PROPER COMPLETION OF THE WORK SI 274	36.75	cum	3,700	₹1,35,975
1.09	STONE WORK RCR (1:4) FONDATION / SUPERSTRUCTURE PAGE NO. 22	223.2	cum	3,850	₹8,59,320

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

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Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.12 MB

Work Item Documents

BOQ_2149635.xls

BOQ • 0.29 MB

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Company

AJAY KUMAR SONKAR

Accepted-Technical

M/S. GANGA ASSOCIATES

Accepted-Technical

RAMESH CHANDRA YADAV

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of TALAB
1.01	PROVIDING COST OF DEWATERING INCLUDING COST OF BORING LAYING OF 4" DIA PVC PIPE HIRE CHARGE OF 7.50 K.V. DEISEL PUMPING SET. HIRE CHARGES OF P.V.C. PIPE AND COST OF 4* DIA PLASTIC PIPE FOR DISPOSAL OF WATER AS REQUIRED DISTANCE ALSO INCLUDING WAGES OF REPAIRING LEAKAGE DURING OPERATION HIRE CHAGES OF TRACTOR INCLUDING LOADING AND UNLOADING OF PUMPING SET.	40	HOUR	140	₹5,600
1.02	EXCAVATION IN FOUNDATION IN ORDINARY SOIL INCLUDING FILLING LIFT UPTO 1.5M AND LEAD UPTO 30M AND INCL. FILLING WATERING AND RAMMING OF EXCAVATED EARTH INTO THE TREANCHES OR INTO THE SPACE BETWEEN THE BUILDING AND THE SIDE OF FOUNDATION TREANCHES OR PLINTH AND REMOVAL AND DISPOSAL OF SURPLUS EARTH AS DIRECTED BY ENGINEER -IN-CHARGE UPTO A DISTANCE OF 30M FROM THE FOUNDATION TRENCHES INCL. ALL T&P PHOWASK AND BASKED ETC OMP.	5,510.81	cum	80	₹4,40,864.8
1.03	ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M	3,500	cum	128	₹4,48,000
1.04	ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M	3,500	cum	146	₹5,11,000
1.05	SAME AS ABOVE ITEM NO. 2 BUT ONE CHANGE EXTRA LIFT IN BC SOIL INCLUDING ALL COMP.	3,500	cum	164	₹5,74,000
1.06	CARTAGE AND DISPOSAL OF SURPLUS MALWA UPTO 5KM DISTANCE FROM THE SITE……..COMPLETED AS PER DIRECTION OF ENGINEER IN CHARGE	3,500	cum	42	₹1,47,000
1.07	PROVIDING AND LAYING SPREADING AND COMPACTING STONE AGGRIGATE OF SPECIFIC SIZE TO WATER BOUND MACADAM SPECIFICATION INCLUDING SPREADING IN UNIFORM THICKNESS HAND PACKING ROLLING WITH THREE WHEEL 80-100KN STATIC ROLLER IN STAGE TO PROPER GRADE AND CAMBER APPLYING AND BROOMING. CRUSHABLE SCREENING TO FILL UP THE INTERSTICS OF COARSE AGGRIGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL SPECIFICATION CLAUSE 405.	66.19	cum	2,190	₹1,44,956.1
1.08	CEMENT WITH 4CM GUAGE STONE BALLAST OF 1.25 F.N. AND CEMENT IN PROP. OF 1:5:10 FOUNDATION AND UPER FLOOR INCLUDING SUPPLY OF ALL MAT. LABOUR T&P ETC REQUIRED FOR PROPER COMPLETION OF THE WORK SI 274	36.75	cum	3,700	₹1,35,975
1.09	STONE WORK RCR (1:4) FONDATION / SUPERSTRUCTURE PAGE NO. 22	223.2	cum	3,850	₹8,59,320

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of TALAB

1.01

PROVIDING COST OF DEWATERING INCLUDING COST OF BORING LAYING OF 4" DIA PVC PIPE HIRE CHARGE OF 7.50 K.V. DEISEL PUMPING SET. HIRE CHARGES OF P.V.C. PIPE AND COST OF 4* DIA PLASTIC PIPE FOR DISPOSAL OF WATER AS REQUIRED DISTANCE ALSO INCLUDING WAGES OF REPAIRING LEAKAGE DURING OPERATION HIRE CHAGES OF TRACTOR INCLUDING LOADING AND UNLOADING OF PUMPING SET.

HOUR

140

₹5,600

1.02

EXCAVATION IN FOUNDATION IN ORDINARY SOIL INCLUDING FILLING LIFT UPTO 1.5M AND LEAD UPTO 30M AND INCL. FILLING WATERING AND RAMMING OF EXCAVATED EARTH INTO THE TREANCHES OR INTO THE SPACE BETWEEN THE BUILDING AND THE SIDE OF FOUNDATION TREANCHES OR PLINTH AND REMOVAL AND DISPOSAL OF SURPLUS EARTH AS DIRECTED BY ENGINEER -IN-CHARGE UPTO A DISTANCE OF 30M FROM THE FOUNDATION TRENCHES INCL. ALL T&P PHOWASK AND BASKED ETC OMP.

5,510.81

cum

₹4,40,864.8

1.03

ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M

3,500

cum

128

₹4,48,000

1.04

ADD ITEMS 251 TO 253 FOR EVERY ADDITIONAL 30M LEAD OR PART OF 30M OR FOR EVERY ADDITIONAL 1.5M LIFT OR PART OF 1.5M

3,500

cum

146

₹5,11,000

1.05

SAME AS ABOVE ITEM NO. 2 BUT ONE CHANGE EXTRA LIFT IN BC SOIL INCLUDING ALL COMP.

3,500

cum

164

₹5,74,000

1.06

CARTAGE AND DISPOSAL OF SURPLUS MALWA UPTO 5KM DISTANCE FROM THE SITE……..COMPLETED AS PER DIRECTION OF ENGINEER IN CHARGE

3,500

cum

₹1,47,000

1.07

PROVIDING AND LAYING SPREADING AND COMPACTING STONE AGGRIGATE OF SPECIFIC SIZE TO WATER BOUND MACADAM SPECIFICATION INCLUDING SPREADING IN UNIFORM THICKNESS HAND PACKING ROLLING WITH THREE WHEEL 80-100KN STATIC ROLLER IN STAGE TO PROPER GRADE AND CAMBER APPLYING AND BROOMING. CRUSHABLE SCREENING TO FILL UP THE INTERSTICS OF COARSE AGGRIGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL SPECIFICATION CLAUSE 405.

66.19

cum

2,190

₹1,44,956.1

1.08

CEMENT WITH 4CM GUAGE STONE BALLAST OF 1.25 F.N. AND CEMENT IN PROP. OF 1:5:10 FOUNDATION AND UPER FLOOR INCLUDING SUPPLY OF ALL MAT. LABOUR T&P ETC REQUIRED FOR PROPER COMPLETION OF THE WORK SI 274

36.75

cum

3,700

₹1,35,975

1.09

STONE WORK RCR (1:4) FONDATION / SUPERSTRUCTURE PAGE NO. 22

223.2

cum

3,850

₹8,59,320