Tender ID

Haryana

Cancelled

Works

Civil Works

Providing and laying of 1800mm master sewer line along Agra Canal from Khedi Pul to STP Mirzapur

Haryana Government

Faridabad (MC) | Faridabad, Haryana

Amount: ₹12.9 CrCloses: 21 Apr 2026Closed

Timeline

Published31 Mar 2026
Closed21 Apr 2026
Cancelled—

Corrigenda

Corrigendum

1 updatesLatest on 19 Jul 2026

Tender Value

₹12.9 Cr

EMD Value

₹25.9 L

Closing Date

21 Apr 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

NITIN KADIAN

Address

Municipal Corporation Faridabad

Work Description

Providing and laying of 1800mm master sewer line along Agra Canal from Khedi Pul to STP Mirzapur

Tender Information

Tender ID

2026_HRY_512041_1

Reference Number

202661DA43BF 7669 434B 915D 81D957087172284ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

365 days

Location

Faridabad (MC)

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Bid (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹20,000

EMD Fee Amount

₹25.9 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Apr 2026

Published

31 Mar 2026

Bid Opening

22 Apr 2026

Download Starts

31 Mar 2026

Download Ends

21 Apr 2026

Submission Starts

31 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in open cutting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms including removal of water (from seepage and all other sources etc.), slush and wet earth to give a dry bed, including construction and removal of earthfilled cement bags bandh (minimum bandh cross section = 1.5 x 1 m (height and L=6812m approx.)) where ever necessary including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2Earth filling for making pathways (6 paths - 10 m wide and 58 m average length each) x bandh areas including watering, loading unloading and carriage of good earth from a lead of 5 km.
3For Jointing (1: 1 ½) RCC NP3 1800 mm pipe
4Soil Investigation, checking SBC, designing drawing (Auto Cad ) and other misc. items
5Boring providing and installing board cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete and steel reinforcement are to be taken for respective item of chapter No.10 and 18 respectively ) but including the cost of boring with manual auger (without bentonite solution ) and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all compete as pr BIS specifications/ codes including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap) Extra for providing under reamed bulb as per BIS specifications/ codes. Extra for using bentonite slurry with Bentonite pump in case of unstable bore boring and drilling of pile complete in all respect..

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.71 MB

Work Item Documents

BOQ_590841.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in open cutting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms including removal of water (from seepage and all other sources etc.), slush and wet earth to give a dry bed, including construction and removal of earthfilled cement bags bandh (minimum bandh cross section = 1.5 x 1 m (height and L=6812m approx.)) where ever necessary including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2Earth filling for making pathways (6 paths - 10 m wide and 58 m average length each) x bandh areas including watering, loading unloading and carriage of good earth from a lead of 5 km.
3For Jointing (1: 1 ½) RCC NP3 1800 mm pipe
4Soil Investigation, checking SBC, designing drawing (Auto Cad ) and other misc. items
5Boring providing and installing board cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete and steel reinforcement are to be taken for respective item of chapter No.10 and 18 respectively ) but including the cost of boring with manual auger (without bentonite solution ) and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all compete as pr BIS specifications/ codes including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap) Extra for providing under reamed bulb as per BIS specifications/ codes. Extra for using bentonite slurry with Bentonite pump in case of unstable bore boring and drilling of pile complete in all respect..

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation in open cutting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms including removal of water (from seepage and all other sources etc.), slush and wet earth to give a dry bed, including construction and removal of earthfilled cement bags bandh (minimum bandh cross section = 1.5 x 1 m (height and L=6812m approx.)) where ever necessary including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2Earth filling for making pathways (6 paths - 10 m wide and 58 m average length each) x bandh areas including watering, loading unloading and carriage of good earth from a lead of 5 km.

3For Jointing (1: 1 ½) RCC NP3 1800 mm pipe

4Soil Investigation, checking SBC, designing drawing (Auto Cad ) and other misc. items

5Boring providing and installing board cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete and steel reinforcement are to be taken for respective item of chapter No.10 and 18 respectively ) but including the cost of boring with manual auger (without bentonite solution ) and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all compete as pr BIS specifications/ codes including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap) Extra for providing under reamed bulb as per BIS specifications/ codes. Extra for using bentonite slurry with Bentonite pump in case of unstable bore boring and drilling of pile complete in all respect..