Tender ID

Haryana

To Be Opened

Works

Civil Works

Repairing And Maintenance f...

Haryana Government

Meham | Rohtak, Haryana

Amount: ₹21.2 LCloses: 12 May 2026Closed

Timeline

Published6 May 2026
Closed12 May 2026
Bid Opening13 May 2026

Tender Value

₹21.2 L

EMD Value

₹42,350

Closing Date

12 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

ASHOK KUMAR

Address

Municipal Committee Meham

Work Description

Repairing drains/ jalls/ puliya streets etc

Tender Information

Tender ID

2026_HRY_519832_1

Reference Number

2026D8339B90 C64F 421D AC8E D3E9DB66DAE9317ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

190 days

Location

Meham

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Repairing and Maintenance

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredDNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹42,350

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 May 2026

Published

6 May 2026

Bid Opening

13 May 2026

Download Starts

6 May 2026

Download Ends

12 May 2026

Submission Starts

6 May 2026

Clarification Period

6 May 2026 - 8 May 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]	-	Sqm	113	-
2	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]	-	Kg.	83	-
3	[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material [Through Rate]	1	cum	1,044	₹1,042.96
4	[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]	1	Sqm	655	₹654.35
5	[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]	1	Sqm	26	₹25.97
6	[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]	-	Sqm	66	-
7	[17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate]	-	cum	27	-
8	[2.HO001] HO001. Royalty for good earth [Rate]	-	cum	36	-
9	[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]	-	Metre	160	-
10	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]	-	cum	83	-

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 • 0.77 MB

Work Item Documents

BOQ_598725.xls

BOQ • 0.31 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]

Sqm

113

[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]

Kg.

[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material [Through Rate]

cum

1,044

₹1,042.96

[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

655

₹654.35

[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]

Sqm

₹25.97

[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]

Sqm

[17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate]

cum

[2.HO001] HO001. Royalty for good earth [Rate]

cum

[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]

Metre

160

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]

cum