Haryana

Active

Works

Civil Works

Construction of Street H/o Chander Parkash and H/o Kapil Bakshi Wali Gali and Laying of Pipeline around Geeta Mandir in Ward No. 05, M.C. Nilokheri.(For L and C Society Only)

Haryana Government

Nilokheri | Karnal, Haryana

Amount: ₹7.2 LCloses: 2 Oct 20265d left

Timeline

Published25 Sept 2026
Closes2 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹7.2 L

EMD Value

₹16,900

Closing Date

2 Oct 2026, 5:00 pm5d left

Tender Inviting Organisation

Name

Manjeet Singh Rathee

Address

Municipal Committee Nilokheri

Work Description

Construction of Street H/o Chander Parkash and H/o Kapil Bakshi Wali Gali and Laying of Pipeline around Geeta Mandir in Ward No. 05, M.C. Nilokheri.

Tender Information

Tender ID

2026_HRY_550139_1

Reference Number

20269CE4C20C B583 4597 BE41 3A3225B1F6FF311ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

Nilokheri

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Cover (.pdf)

Finance

RequiredFinancial Cover (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹16,900

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

2 Oct 2026

Submission Starts

25 Sept 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR ITEMS
1.01	[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]	10	cum	1,863	₹18,630
1.02	[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]	56.8	cum	1,094	₹62,139.2
1.03	[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]	568	Sqm	655	₹3,72,040
1.04	[22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5 Rectangular shape 600x450 mm internal dimensions [Through Rate]	52	Each	880	₹45,760
1.05	[22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate]	200	Metre	442	₹88,400
1.06	[22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter [Through Rate]	200	Metre	88	₹17,600
1.07	[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km]	75	cum	54	₹4,050
1.08	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [3km]	72	cum	68	₹4,896
1.09	[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]	72	cum	78	₹5,616

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 • 0.72 MB

Work Item Documents

BOQ_629909.xls

BOQ • 0.32 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
1HSR ITEMS
1.01	[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]	10	cum	1,863	₹18,630
1.02	[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]	56.8	cum	1,094	₹62,139.2
1.03	[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]	568	Sqm	655	₹3,72,040
1.04	[22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5 Rectangular shape 600x450 mm internal dimensions [Through Rate]	52	Each	880	₹45,760
1.05	[22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate]	200	Metre	442	₹88,400
1.06	[22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter [Through Rate]	200	Metre	88	₹17,600
1.07	[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km]	75	cum	54	₹4,050
1.08	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [3km]	72	cum	68	₹4,896
1.09	[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]	72	cum	78	₹5,616

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR ITEMS

1.01

[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]

cum

1,863

₹18,630

1.02

[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]

56.8

cum

1,094

₹62,139.2

1.03

[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]

568

Sqm

655

₹3,72,040

1.04

[22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5 Rectangular shape 600x450 mm internal dimensions [Through Rate]

Each

880

₹45,760

1.05

[22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate]

200

Metre

442

₹88,400

1.06

[22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter [Through Rate]

200

Metre

₹17,600

1.07

[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km]

cum

₹4,050

1.08

[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [3km]

cum

₹4,896

1.09

[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]

cum

₹5,616