Jharkhand

Financial BO

Works

Civil Works

CONSTRUCTION OF PUBLIC TOILET NEARBY REGISTRY OFFICE DHANWAR

UDD Secretary

DHANWAR | Giridih, Jharkhand

Amount: ₹20.0 LCloses: 25 Sept 2026Closed

Timeline

Published5 Sept 2026
Closed25 Sept 2026
Technical Evaluation7 Oct 2026
Financial Evaluation9 Oct 2026
Award—

Bids

Percentage

4 Bids9 Oct 2026

#	Company	Quoted %	Amount	Rank	Status
1	BHAGWAT PANDIT L1₹18.0 LAdmitted-Finance NEW BARGANDA GIRIDIH	-10.00%	₹18.0 L	L1	Admitted-Finance
2	MD ALI L2₹18.6 L+₹60,520.57 (3.36%)Admitted-Finance	-6.98%	₹18.6 L+₹60,520.57 (3.36%)	L2	Admitted-Finance
3	M/S JITENDRA KUMAR L3₹20.2 L+₹2.2 L (12.2%)Admitted-Finance	+1.00%	₹20.2 L+₹2.2 L (12.2%)	L3	Admitted-Finance
4	MS BABA SHARMA CONSTRUCTION Rejected-Technical DHANWAR GIRIDIH \| DHANWAR \| GIRIDIH \| JHARKHAND	-	-	-	Rejected-Technical UDHD Contractor Certificate is not attached

Corrigenda

Corrigendum

1 updatesLatest on 21 Sept 2026

Tender Value

₹20.0 L

EMD Value

₹40,078

Closing Date

25 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Officer

Address

DHANWAR NAGAR PANCHAYAT

Work Description

CONSTRUCTION OF PUBLIC TOILET NEARBY REGISTRY OFFICE DHANWAR

Tender Information

Tender ID

2026_UDD_118228_1

Reference Number

DNP/SBM/01/2026-27/04

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

DHANWAR

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

₹5,000

EMD Fee Amount

₹40,078

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

5 Sept 2026

Bid Opening

26 Sept 2026

Download Starts

5 Sept 2026

Download Ends

25 Sept 2026

Submission Starts

8 Sept 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 (122 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. i) All kinds of Soil	99.2	CUM	151.82	₹15,060.54
1.02	Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item - of 50 M and lift of 1.5M all complete as per building specification and direction of E/I)	38.62	CUM	15.51	₹599
1.03	Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead and taxes all complete as per building specification and direction of E/I.	54.29	CUM	55.28	₹3,001.15
1.04	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.	0.95	CUM	589.51	₹560.03
1.05	Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table	21.21	CUM	122	₹2,587.62
1.06	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration	51.7	SQM	253.14	₹13,087.34
1.07	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20%	28.72	Ltr	191.57	₹5,501.89
1.08	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	66.22	SQM	351.75	₹23,292.89
1.09	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: 1:3:6 (1 Cement: 3 Coarse Sand: 6 Graded stone aggregate of 20mm) Under Floor	1.48	CUM	3,751.64	₹5,552.43

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 3.07 MB

Work Item Documents

BOQ_159924.xls

BOQ • 0.42 MB

Corrigendum Documents

sbm_sudhipatra.pdf

PDF • 0.75 MB

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Company

BHAGWAT PANDIT

L1₹18.0 LAdmitted-Finance

NEW BARGANDA GIRIDIH

MD ALI

L2₹18.6 L+₹60,520.57 (3.36%)Admitted-Finance

M/S JITENDRA KUMAR

L3₹20.2 L+₹2.2 L (12.2%)Admitted-Finance

MS BABA SHARMA CONSTRUCTION

Rejected-Technical

DHANWAR GIRIDIH | DHANWAR | GIRIDIH | JHARKHAND

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. i) All kinds of Soil	99.2	CUM	151.82	₹15,060.54
1.02	Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item - of 50 M and lift of 1.5M all complete as per building specification and direction of E/I)	38.62	CUM	15.51	₹599
1.03	Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead and taxes all complete as per building specification and direction of E/I.	54.29	CUM	55.28	₹3,001.15
1.04	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.	0.95	CUM	589.51	₹560.03
1.05	Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table	21.21	CUM	122	₹2,587.62
1.06	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration	51.7	SQM	253.14	₹13,087.34
1.07	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20%	28.72	Ltr	191.57	₹5,501.89
1.08	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	66.22	SQM	351.75	₹23,292.89
1.09	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: 1:3:6 (1 Cement: 3 Coarse Sand: 6 Graded stone aggregate of 20mm) Under Floor	1.48	CUM	3,751.64	₹5,552.43

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place. i) All kinds of Soil

99.2

CUM

151.82

₹15,060.54

1.02

Extra for earth work in hard soil as per specification and direction of E/I. (vide classification of soil item - of 50 M and lift of 1.5M all complete as per building specification and direction of E/I)

38.62

CUM

15.51

₹599

1.03

Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead and taxes all complete as per building specification and direction of E/I.

54.29

CUM

55.28

₹3,001.15

1.04

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

0.95

CUM

589.51

₹560.03

1.05

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table

21.21

CUM

122

₹2,587.62

1.06

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration

51.7

SQM

253.14

₹13,087.34

1.07

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20%

28.72

Ltr

191.57

₹5,501.89

1.08

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

66.22

SQM

351.75

₹23,292.89

1.09

Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: 1:3:6 (1 Cement: 3 Coarse Sand: 6 Graded stone aggregate of 20mm) Under Floor

1.48

CUM

3,751.64

₹5,552.43