Haryana

To Be Opened

Works

Civil Works

1254 Providing and laying o...for LandC society and contractor etc only

Haryana Government

Sonepat | Sonipat, Haryana

Amount: ₹1.3 CrCloses: 29 Apr 2026Closed

Timeline

Published13 Apr 2026
Closed29 Apr 2026
Bid Opening29 Apr 2026

Tender Value

₹1.3 Cr

EMD Value

₹3.2 L

Closing Date

29 Apr 2026, 9:00 amClosed

Tender Inviting Organisation

Name

AJAY NIRALA

Address

Muncipal Corporation Sonipat

Work Description

Providing and laying of Interlocking tile in various area in MC Sonipat.

Tender Information

Tender ID

2026_HRY_514756_1

Reference Number

2026503AA2FF B83F 4BB4 B89A F60B8E8A0BF6292ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

200 days

Location

Sonepat

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requiredas per dnit (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹3.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Apr 2026

Published

13 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

13 Apr 2026

Download Ends

29 Apr 2026

Submission Starts

13 Apr 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]	-	cum	-	-
2	[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]	-	Sqm	-	-
3	[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]	-	Sqm	-	-
4	[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]	-	cum	-	-

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

BOQ_593585.xls

BOQ • 0.28 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]

cum

[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]

Sqm

[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]

Sqm

[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]

cum