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Civil Works - Roads

Construction of 1x75 mtr. span Motorable Bridge on Nangala Dal road at Beeni Nallah (Under NABARD RIDF- XXXI for the year 2025-26).

Public Works Department

KATHUA BILLAWAR | Kathua, Jammu And Kashmir

Amount: ₹4.8 CrCloses: 12 Oct 2026

Timeline

Published22 Sept 2026
Pre-Bid Meeting7 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹4.8 Cr

EMD Value

₹9.7 L

Closing Date

12 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

SE PWD R and B KATHUA SAMBA CIRCLE KATHUA

Address

SE PWD R and B KATHUA SAMBA CIRCLE KATHUA

Work Description

Please refers to BOQ

Tender Information

Tender ID

2026_PWDJK_325573_1

Reference Number

e-NIT No.PWD/SE/KS/42 of 2026-27 Dated 21-09-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

730 days

Location

KATHUA BILLAWAR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refers to NIT/SBD

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScanned copies of EMD and Tender Fee as mentioned in SBD/NIT (.pdf)

RequiredScanned copies of all other required documents as mentioned in SBD/NIT (.pdf)

RequiredEvidence of GSTIN linked with Bank A/c No. as reflected on Goods and Service Tax (GST) Website/verif (.pdf)

RequiredUpload all ongoing commitments/ work details. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,000

Tender Fee Payable To

SE PWD R and B KATHUA SAMBA CIRCLE KATHUA

EMD Fee Amount

₹9.7 L

Pre-Bid Meeting

Meeting Place

SE PWD R and B KATHUA SAMBA CIRCLE KATHUA

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

22 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

22 Sept 2026

Pre-Bid Meeting

7 Oct 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 (32 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
1.01	All kinds of soil =70%.	235.2	cum	187.3	₹44,052.96
1.02	Ordinary rock=20%.	67.2	cum	392.8	₹26,396.16
1.03	Hard rock (Blasting prohibited)=10%.	33.6	cum	1,128.75	₹37,926
2Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
2.01	a) All kinds of soil =70%	117.6	cum	89.75	₹10,554.6
2.02	Ordinary rock=20%. And Hard rock =10%.	50.4	cum	161	₹8,114.4
3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)	8.4	cum	6,540.45	₹54,939.78
4Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improvework ability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately
4.01	.All works upto plinth level	188.4	cum	8,021.1	₹15,11,175.24

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.33 MB

Work Item Documents

BOQ_1100517.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
1.01	All kinds of soil =70%.	235.2	cum	187.3	₹44,052.96
1.02	Ordinary rock=20%.	67.2	cum	392.8	₹26,396.16
1.03	Hard rock (Blasting prohibited)=10%.	33.6	cum	1,128.75	₹37,926
2Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :
2.01	a) All kinds of soil =70%	117.6	cum	89.75	₹10,554.6
2.02	Ordinary rock=20%. And Hard rock =10%.	50.4	cum	161	₹8,114.4
3	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)	8.4	cum	6,540.45	₹54,939.78
4Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improvework ability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately
4.01	.All works upto plinth level	188.4	cum	8,021.1	₹15,11,175.24

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

1.01

All kinds of soil =70%.

235.2

cum

187.3

₹44,052.96

1.02

Ordinary rock=20%.

67.2

cum

392.8

₹26,396.16

1.03

Hard rock (Blasting prohibited)=10%.

33.6

cum

1,128.75

₹37,926

2Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :

2.01

a) All kinds of soil =70%

117.6

cum

89.75

₹10,554.6

2.02

Ordinary rock=20%. And Hard rock =10%.

50.4

cum

161

₹8,114.4

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

8.4

cum

6,540.45

₹54,939.78

4Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improvework ability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately

4.01

.All works upto plinth level

188.4

cum

8,021.1

₹15,11,175.24