Tender ID

Haryana

Cancelled

Works

Civil Works

JOBNO.HSVP/AMB/2026-27/E-137

Haryana Board Corporation

Kurukshetra (Thanesar) | Kurukshetra, Haryana

Amount: ₹14.1 LCloses: 18 May 2026Closed

Timeline

Published13 May 2026
Cancelled16 May 2026

Cancellation Details

Cancellation of Tender

Corrigendum tender cancelleddue to admin reasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 16 May 2026

Tender Value

₹14.1 L

EMD Value

₹28,200

Closing Date

18 May 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

Kailash Chander Kala ravi kumar and Vivek Sharma

Address

DIV Ambala

Work Description

A Mtc of EPHS in Sector 5 Urban Estate Kurukshetra Relaying of sewer line and construction of sewerage manhole at various site in Sector 5 U E Kurukshetra at complete in all respect and all other works contingent thereto

Tender Information

Tender ID

2026_HBC_521135_1

Reference Number

2026DD25B43D B57E 40FF 95E5 79A99C9E0D04239HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

Kurukshetra (Thanesar)

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredThis Scanned copy of Bid Document Cost / EMD and scanned copies of the prequalification documents, t (.pdf)

Finance

Requiredcover contains contract schedule of rates (BOQ) to be submitted online by the bidder (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

EMD Fee Amount

₹28,200

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 May 2026

Published

13 May 2026

Bid Opening

19 May 2026

Download Starts

13 May 2026

Download Ends

18 May 2026

Submission Starts

13 May 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 (10 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)	1	Sqm	113	₹112.89
2	[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.	-	cum	83	-
3	[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)	-	cum	2,442	-
4	[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)	-	cum	4,374	-
5	[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)	-	cum	5,969	-
6	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete	-	Sqm	156	-
7	[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers	-	Sqm	296	-
8	[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts	-	Sqm	262	-
9	[6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars	-	Kg.	68	-
10	[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand)	-	cum	4,488	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.21 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.88 MB

Work Item Documents

BOQ_600042.xls

BOQ • 0.33 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)

Sqm

113

₹112.89

[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.

cum

[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)

cum

2,442

[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

cum

4,374

[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

cum

5,969

[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete

Sqm

156

[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

Sqm

296

[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts

Sqm

262

[6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars

Kg.

[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

4,488