Haryana

Financial BO

Works

Civil Works

Amtc of EPHS in sector 20 U...

Haryana Board Corporation

Kaithal | Karnal, Haryana

Amount: ₹1.7 LCloses: 30 Jun 2026Closed

Timeline

Published24 Jun 2026
Closed30 Jun 2026
Technical Evaluation1 Jul 2026
Financial Evaluation1 Jul 2026
Award—

Bids

Percentage

2 Bids1 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	RAMAN L1₹1.7 LAdmitted-Finance CHIRANJEEV COLONY KAITHAL 136027 \| KAITHAL \| HARYANA \| 136027	-0.01%	₹1.7 L	L1	Admitted-Finance
2	JAI SHAMBHU NATH CONTRACTOR L2₹1.7 L+₹4,215.18 (2.51%)Admitted-Finance	+2.50%	₹1.7 L+₹4,215.18 (2.51%)	L2	Admitted-Finance

Tender Value

₹1.7 L

EMD Value

₹3,360

Closing Date

30 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

DHARAM VIR

Address

DIV Karnal

Work Description

KTL-1 Amtc of EPHS in various sector UE Kaithal.

Tender Information

Tender ID

2026_HBC_531478_1

Reference Number

2026CB00E5CB E6F5 4482 85BB 36488F2FCDCF240HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

Kaithal

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredThe cover shall contain scanned copies of the prequalification documents, technical parameter / tech (.pdf)

Finance

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

Fee & Financial Details

Tender Fee Amount

₹250

EMD Fee Amount

₹3,360

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Jul 2026

Published

24 Jun 2026

Bid Opening

1 Jul 2026

Download Starts

24 Jun 2026

Download Ends

30 Jun 2026

Submission Starts

24 Jun 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[13.32]Providing and fixing bolts including nuts and washers complete.	120	Kg.	80	₹9,600
2	[14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum	8	Per day	6,493	₹51,944
3	[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.	204.25	Sqm	26	₹5,310.5
4	[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	204.25	Sqm	66	₹13,480.5
5	[20.49.1]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre	18	Each	949	₹17,082
6	[20.59.2]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 2. 100mm i/d CID Joint	13	Each	617.8	₹8,031.4
7	[20.59.3]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 3. 150mm i/d CID Joint	8	Each	869.4	₹6,955.2
8	[20.59.4]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 4. 200mm i/d CID Joint	5	Each	1,176.6	₹5,883
9	[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.	163.47	cum	83	₹13,568.01
10	[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)	10.38	cum	3,476	₹36,080.88

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 0.88 MB

Work Item Documents

BOQ_610533.xls

BOQ • 0.34 MB

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Company

RAMAN

L1₹1.7 LAdmitted-Finance

CHIRANJEEV COLONY KAITHAL 136027 | KAITHAL | HARYANA | 136027

JAI SHAMBHU NATH CONTRACTOR

L2₹1.7 L+₹4,215.18 (2.51%)Admitted-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[13.32]Providing and fixing bolts including nuts and washers complete.

120

Kg.

₹9,600

[14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum

Per day

6,493

₹51,944

[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.

204.25

Sqm

₹5,310.5

[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

204.25

Sqm

₹13,480.5

[20.49.1]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre

Each

949

₹17,082

[20.59.2]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 2. 100mm i/d CID Joint

Each

617.8

₹8,031.4

[20.59.3]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 3. 150mm i/d CID Joint

Each

869.4

₹6,955.2

[20.59.4]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 4. 200mm i/d CID Joint

Each

1,176.6

₹5,883

[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.

163.47

cum

₹13,568.01

[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

10.38

cum

3,476

₹36,080.88