Haryana

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Works

Civil Works

Construction of culvert/bri...

Haryana Government

NUHIYANWALI | Sirsa, Haryana

Amount: ₹1.6 LCloses: 24 Sept 2026Due tomorrow

Timeline

Published16 Sept 2026
Closes24 Sept 2026
Bid Opening25 Sept 2026

Tender Value

₹1.6 L

EMD Value

₹3,155

Closing Date

24 Sept 2026, 5:00 pmDue tomorrow

Tender Inviting Organisation

Name

ROHTASH SAHARAN

Address

Rori W.S. Divn. Sirsa

Work Description

Construction of Culvert/bridge

Tender Information

Tender ID

2026_HRY_548172_1

Reference Number

202660AA9DFB 186C 4750 90C1 63941A518712116IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

NUHIYANWALI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Construction of Culvert/bridge

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredHEWP registration (.pdf)

RequiredUndertaking Affidavit Enlistment (.pdf)

RequiredSigned Bid upload (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹3,155

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Sept 2026

Published

16 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

16 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

16 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Item Description HSR Item
1.01	[21.95.11]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm [Through Rate]	20	Metre	6,696	₹1,33,920
2.01	[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]	172.85	cum	138	₹23,852.75

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 • 0.69 MB

Work Item Documents

AD0179361.pdf

Additional Documents • 0.72 MB

BOQ_627871.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Item Description HSR Item
1.01	[21.95.11]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm [Through Rate]	20	Metre	6,696	₹1,33,920
2.01	[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]	172.85	cum	138	₹23,852.75

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Item Description HSR Item

1.01

[21.95.11]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm [Through Rate]

Metre

6,696

₹1,33,920

2.01

[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]

172.85

cum

138

₹23,852.75