Maharashtra

Cancelled

Works

Civil Works - Buildings

PROPOSED DEVLOPMENT OF GURU MANDIR PREMISES AT KARANJA (LAD) DIST-WASHIM

Public Works Region

Washim, Maharashtra

Amount: ₹38.5 CrCloses: 11 Jun 2026Closed

Timeline

Published28 May 2026
Cancelled1 Jun 2026

Corrigenda

Corrigendum

1 updatesLatest on 28 May 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERCANCELLATION OF TENDERReason: Change in NIT conditions/SpecificationsDocument: cancelled_1.pdf

Published 1 Jun 2026

Tender Value

₹38.5 Cr

EMD Value

₹19.3 L

Closing Date

11 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

E.E.PWD. DIVISION WASHIM

Address

E.E.PWD. DIVISION WASHIM CIVIL LINE WASHIM

Work Description

PROPOSED DEVLOPMENT OF GURU MANDIR PREMISES AT KARANJA (LAD) DIST-WASHIM

Tender Information

Tender ID

2026_PWR_1305705_1

Reference Number

AKL/WSM/ETN-05/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

400 days

Location

WASHIM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredEMD (.pdf)

RequiredTECH DOCUMENT (.pdf)

RequiredCSD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,540

EMD Fee Amount

₹19.3 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

AMRAVATI

Important Dates

Last Activity

1 Jun 2026

Published

28 May 2026

Bid Opening

15 Jun 2026

Download Starts

28 May 2026

Download Ends

11 Jun 2026

Submission Starts

28 May 2026

Pre-Bid Meeting

5 Jun 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (537 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	PROPOSED DEVLOPMENT OF GURU MANDIR PREMISES AT KARANJA (LAD), DIST-WASHIM	-	-	-	-
2	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means	5,062.06	One Cubic Metre	1.25	₹6,327.58
3	Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means	5,002.23	One Cubic Metre	-	-
4	Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 3.0m to 4.5m) By Mechanical Means	4,871.15	One Cubic Metre	100	₹4,87,115
5	Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. Up to 4Km	5,135.65	Cubic Meter	53	₹2,72,189.45
6	Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.	438.02	One Square Metre	10	₹4,380.2
7	Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper.	3,284.69	One Square Metre	11	₹36,131.59
8	Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper.	199.44	One Square Metre	10	₹1,994.4
9	Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete.	100	One Cubic Metre	22	₹2,200
10	Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.	4,441.43	One Cubic Metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.20 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_2241169.xls

BOQ • 0.92 MB

DTP_CIVIL_DRAWING_GURUMANDIR_UPLOAD_compressed.pdf

Tender Documents • 2.64 MB

DTP_CIVIL_GURUMANDIR_UPLOAD.pdf

Tender Documents • 0.97 MB

ITEM_BOQ_WITHOUT_RATE_NEW.pdf

Tender Documents • 0.36 MB

DTP_ELECT_GURUMANDIR.pdf

Tender Documents • 28.43 MB

Corrigendum Documents

DTP_CIVIL_GURUMANDIR_UPLOAD_NEW.pdf

PDF • 3.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

PROPOSED DEVLOPMENT OF GURU MANDIR PREMISES AT KARANJA (LAD), DIST-WASHIM

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

5,062.06

One Cubic Metre

1.25

₹6,327.58

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

5,002.23

One Cubic Metre

4,871.15

One Cubic Metre

100

₹4,87,115

Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. Up to 4Km

5,135.65

Cubic Meter

₹2,72,189.45

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.

438.02

One Square Metre

₹4,380.2

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper.

3,284.69

One Square Metre

₹36,131.59

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper.

199.44

One Square Metre

₹1,994.4

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete.

100

One Cubic Metre

₹2,200

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.

4,441.43

One Cubic Metre