Jharkhand

Technical Eval

Works

Civil Works

Rejuvenation and Beautification of Pond near SJKVY Office (Ward No.-02) under AMRUT 2.0 within Dhanwar Nagar Panchayat.

UDD Secretary

DHANWAR | Giridih, Jharkhand

Amount: ₹1.3 CrCloses: 26 Sept 2026Closed

Timeline

Published21 Sept 2026
Closed26 Sept 2026
Technical Evaluation17 Oct 2026
Award—

Bids

5 Bids17 Oct 2026

#	Company	Status
1	AHMAD ENTERPRISES Rejected-Technical JALWABAD KODERMA KODERMA JHARKHAND 825410 \| KODERMA \| JHARKHAND \| 825410	Rejected-Technical Work Experience not as per NIT
2	M/S MADHAV CONSTRUCTION Rejected-Technical DUDHIMATI KODERMA \| KODERMA \| JHARKHAND \| 825109	Rejected-Technical Work Experience not as per NIT
3	M/S SHRI SANT CONSTRUCTION AND COMPANY Rejected-Technical	Rejected-Technical BID Capacity docoment not as per NIT
4	Sanjay Kumar Rejected-Technical ANANTA OCP JAGANNATH AREA \| ANUGUL \| ODISHA \| 759103	Rejected-Technical ESIC Certificate is not attached
5	Sunil Kumar Yadav Rejected-Technical GIRIDIH	Rejected-Technical Single BID

Tender Value

₹1.3 Cr

EMD Value

₹2.7 L

Closing Date

26 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Officer

Address

DHANWAR NAGAR PANCHAYAT

Work Description

Rejuvenation and Beautification of Pond near SJKVY Office (Ward No.-02) under AMRUT 2.0 within Dhanwar Nagar Panchayat.

Tender Information

Tender ID

2026_UDD_119053_1

Reference Number

UDD/DNP/02/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

365 days

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 DOCUMENTS (.pdf)

Finance

RequiredFINANCIAL (.xls)

Fee & Financial Details

Tender Fee Amount

₹10,000

EMD Fee Amount

₹2.7 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

21 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

21 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

21 Sept 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (194 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Earth work in foundation trenches and plinth in layer not exceeding 150mm thick will watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).	3,009.39	M3	151.82	₹4,56,885.59
1.02	Extra for earth work in hard soil as per specification & direction of E/I.(Vide classification of soil item - B	1,012.58	M3	15.51	₹15,705.12
1.03	Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched wiith a lead of 50mm and lift of 1.5M all complete as per bulding specification and direction of E/I.	55.26	M3	55.28	₹3,054.77
1.04	Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) Qty same as item no.1 .	100	M3	128.88	₹12,888
1.05	Providing coarse clean sand in filling in 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 (Mode of measurement compacted volume)	198.22	M3	589.51	₹1,16,852.67
1.06	Providing designation 75B brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I	19.21	M3	5,110.26	₹98,168.09
1.07	Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.	61.7	M2	713.49	₹44,022.33
1.08	Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.	90	M3	2,739.68	₹2,46,571.2
1.09	Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth,curing taxes and royalty all complete as per building specification and direction of E/I.	176.04	M3	2,906.96	₹5,11,741.24

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 9.88 MB

Work Item Documents

BOQ_161032.xls

BOQ • 0.59 MB

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Company

AHMAD ENTERPRISES

Rejected-Technical

JALWABAD KODERMA KODERMA JHARKHAND 825410 | KODERMA | JHARKHAND | 825410

M/S MADHAV CONSTRUCTION

Rejected-Technical

DUDHIMATI KODERMA | KODERMA | JHARKHAND | 825109

M/S SHRI SANT CONSTRUCTION AND COMPANY

Rejected-Technical

Sanjay Kumar

Rejected-Technical

ANANTA OCP JAGANNATH AREA | ANUGUL | ODISHA | 759103

Sunil Kumar Yadav

Rejected-Technical

GIRIDIH

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Earth work in foundation trenches and plinth in layer not exceeding 150mm thick will watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).	3,009.39	M3	151.82	₹4,56,885.59
1.02	Extra for earth work in hard soil as per specification & direction of E/I.(Vide classification of soil item - B	1,012.58	M3	15.51	₹15,705.12
1.03	Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched wiith a lead of 50mm and lift of 1.5M all complete as per bulding specification and direction of E/I.	55.26	M3	55.28	₹3,054.77
1.04	Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) Qty same as item no.1 .	100	M3	128.88	₹12,888
1.05	Providing coarse clean sand in filling in 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 (Mode of measurement compacted volume)	198.22	M3	589.51	₹1,16,852.67
1.06	Providing designation 75B brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I	19.21	M3	5,110.26	₹98,168.09
1.07	Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.	61.7	M2	713.49	₹44,022.33
1.08	Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.	90	M3	2,739.68	₹2,46,571.2
1.09	Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth,curing taxes and royalty all complete as per building specification and direction of E/I.	176.04	M3	2,906.96	₹5,11,741.24

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

Earth work in foundation trenches and plinth in layer not exceeding 150mm thick will watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).

3,009.39

151.82

₹4,56,885.59

1.02

Extra for earth work in hard soil as per specification & direction of E/I.(Vide classification of soil item - B

1,012.58

15.51

₹15,705.12

1.03

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched wiith a lead of 50mm and lift of 1.5M all complete as per bulding specification and direction of E/I.

55.26

55.28

₹3,054.77

1.04

Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) Qty same as item no.1 .

100

128.88

₹12,888

1.05

Providing coarse clean sand in filling in 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 (Mode of measurement compacted volume)

198.22

589.51

₹1,16,852.67

1.06

Providing designation 75B brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

19.21

5,110.26

₹98,168.09

1.07

Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.

61.7

713.49

₹44,022.33

1.08

Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.

2,739.68

₹2,46,571.2

1.09

Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth,curing taxes and royalty all complete as per building specification and direction of E/I.

176.04

2,906.96

₹5,11,741.24