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Miscellaneous mechanical works maintenance for Flushing Water supply system at Anushaktinagar, Mumbai.

Directorate of Construction Services and Estate Management

Anushaktinagar | Mumbai Suburban, Maharashtra | Mumbai, Maharashtra

Amount: ₹54 LCloses: 5 Oct 2026

Timeline

Published9 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹54 L

EMD Value

₹1.1 L

Closing Date

5 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Chairman, GB

Address

DCSEM, 3rd Floor, V.S. Bhavan, Anushakitnagar, Mumbai - 400094.

Work Description

Miscellaneous mechanical works maintenance for Flushing Water supply system at Anushaktinagar, Mumbai.

Tender Information

Tender ID

2026_DCSEM_925411_1

Reference Number

DCSEM/CQD/QSC/FWS-MW /NIT/05/26-27 dated 08.09.2026

Tender Type

Open Tender

Product Category

Job Works

Form of Contract

Works

Period of Work

547 days

Location

Anushaktinagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

Required1. EMD, Financial Turnover, Profit/Loss statement, Solvency Certificate (.pdf)

Required2. List of Similar works Completed and List of all works in progress (.pdf)

Required3. List of Construction plants, Machinery and Technical staff (.pdf)

Required4. Registration, GST, PAN, EPFO, ESIC and BOCW certificates etc. as applicable (.pdf)

Required5. Undertaking as per format provided in the last page of Technical bid (.pdf)

Required6. Other documents as mentioned in part D of Technical bid (.pdf)

Required7. Technical data Sheet consisting of 08 sheets of MS Excel file (.xls)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

9 Sept 2026

Published

9 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

9 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

9 Sept 2026

Clarification Period

9 Sept 2026 - 17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (68 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.
1.1	Depth not exceeding 1.5 m from ground level	1,000	cum	-	-
1.2	Depth exceeding 1.5 m & up to 3.0m from ground level	50	cum	-	-
2Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.
2.1	Depth not exceeding 1.5 m from ground level	20	cum	-	-
2.2	Depth exceeding 1.5 m & up to 3.0m from ground level	20	cum	-	-
3Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.
3.1	Depth not exceeding 1.5 m from ground level	20	cum	-	-
3.2	Depth exceeding 1.5 m & up to 3.0m from ground level	20	cum	-	-
4Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge.

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 • 0.99 MB

Work Item Documents

DetailedNITFWSMW.pdf

Tender Documents • 0.97 MB

TechBidSGFFWSMW.pdf

Tender Documents • 1.88 MB

TechdatasheetFWSMW.xls

Tender Documents • 0.08 MB

BOQ_972467.xls

BOQ • 0.33 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.
1.1	Depth not exceeding 1.5 m from ground level	1,000	cum	-	-
1.2	Depth exceeding 1.5 m & up to 3.0m from ground level	50	cum	-	-
2Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.
2.1	Depth not exceeding 1.5 m from ground level	20	cum	-	-
2.2	Depth exceeding 1.5 m & up to 3.0m from ground level	20	cum	-	-
3Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.
3.1	Depth not exceeding 1.5 m from ground level	20	cum	-	-
3.2	Depth exceeding 1.5 m & up to 3.0m from ground level	20	cum	-	-
4Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

1.1

Depth not exceeding 1.5 m from ground level

1,000

cum

1.2

Depth exceeding 1.5 m & up to 3.0m from ground level

cum

2Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

2.1

Depth not exceeding 1.5 m from ground level

cum

2.2

Depth exceeding 1.5 m & up to 3.0m from ground level

cum

3Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.

3.1

Depth not exceeding 1.5 m from ground level

cum

3.2

Depth exceeding 1.5 m & up to 3.0m from ground level

cum

4Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge.