Haryana

Financial BO

Works

Civil Works

CONSTRUCTION OF ROAD, PROVI...

Haryana Board Corporation

Hisar, Haryana

Amount: ₹48.7 LCloses: 7 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed7 Sept 2026
Technical Evaluation10 Sept 2026
Financial Evaluation10 Sept 2026
Award—

Bids

Percentage

2 Bids10 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	PARMJIT SINGH CONTRACTOR L1₹37.4 LAdmitted-Finance	-23.15%	₹37.4 L	L1	Admitted-Finance
2	DABAA CONTRACTORS L2₹37.6 L+₹19,467.77 (0.52%)Admitted-Finance VPO KUMBHA TEH HANSI DIST HISAR 125049 \| HANSI \| HISAR \| HARYANA \| 125049	-22.75%	₹37.6 L+₹19,467.77 (0.52%)	L2	Admitted-Finance

Tender Value

₹48.7 L

EMD Value

₹9.8 L

Closing Date

7 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

BHUPENDER SINGH

Address

DIV 1 Hissar

Work Description

ROAD WORK ,WATER SUPPLY SEWERAGE STROM WATER

Tender Information

Tender ID

2026_HBC_544871_1

Reference Number

20267ACEB4AB 41A7 418F A74C 65DB0C305ABE259HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

Hisar

Source Website

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Eligibility / Pre-Qualification

Providing, laying and consolidation of 50mm thick DBM, 30mm thick BC with tack coat, primer coat over a base of GSB, WMM with thermoplastic paint, earth filling as per desired level, providing and laying of 200mm dia SW pipe, 600mm dia RCC pipe, 100m

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requireddnit (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9.8 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Sept 2026

Published

1 Sept 2026

Bid Opening

8 Sept 2026

Download Starts

1 Sept 2026

Download Ends

7 Sept 2026

Submission Starts

1 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 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[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]	15.42	cum	1,863	₹28,727.46
2	[10.14]Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. [Through Rate]	309	Sqm	29	₹8,961
3	[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]	309	Sqm	216	₹66,744
4	[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]	94.77	Sqm	139	₹13,173.03
5	[11.52]Cement rendering on plaster 1 mm thick [Through Rate]	94.37	Sqm	28	₹2,642.36
6	[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate]	247.2	cum	79	₹19,528.8
7	[17.15.1]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 1. Grading I material [Through Rate]	306.28	cum	911	₹2,79,021.08
8	[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate]	272.25	cum	1,174	₹3,19,621.5
9	[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate]	1,253.77	Sqm	48.8	₹61,183.98
10	[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]	2,507.54	Sqm	25.6	₹64,193.02

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 1.04 MB

Work Item Documents

BOQ_624420.xls

BOQ • 0.29 MB

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Company

PARMJIT SINGH CONTRACTOR

L1₹37.4 LAdmitted-Finance

DABAA CONTRACTORS

L2₹37.6 L+₹19,467.77 (0.52%)Admitted-Finance

VPO KUMBHA TEH HANSI DIST HISAR 125049 | HANSI | HISAR | HARYANA | 125049

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[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]

15.42

cum

1,863

₹28,727.46

[10.14]Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. [Through Rate]

309

Sqm

₹8,961

[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]

309

Sqm

216

₹66,744

[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]

94.77

Sqm

139

₹13,173.03

[11.52]Cement rendering on plaster 1 mm thick [Through Rate]

94.37

Sqm

₹2,642.36

[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate]

247.2

cum

₹19,528.8

[17.15.1]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 1. Grading I material [Through Rate]

306.28

cum

911

₹2,79,021.08

[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate]

272.25

cum

1,174

₹3,19,621.5

[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate]

1,253.77

Sqm

48.8

₹61,183.98

[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]

2,507.54

Sqm

25.6

₹64,193.02