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Construction macadamization of road from Bahtta to Nallah and drainage at Gool Bhatta Tikri Udhampur (Under State Plan 2021-22)

Public Works Department

Udhampur, Jammu And Kashmir

Amount: ₹74.8 LCloses: 1 Oct 20264d left

Timeline

Published26 Sept 2026
Closes1 Oct 2026
Bid Opening2 Oct 2026

Tender Value

₹74.8 L

EMD Value

₹1.5 L

Closing Date

1 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD (RandB) Division Udhampur

Work Description

Construction macadamization of road from Bahtta to Nallah and drainage at Gool Bhatta Tikri Udhampur (Under State Plan 2021-22)

Tender Information

Tender ID

2026_PWDJK_326136_1

Reference Number

e-NIT 143 of 2026-27 Dated 26.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Udhampur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredENIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

Tender Fee Payable To

Executive Engineer PWD RandB Division Udhampur

EMD Fee Amount

₹1.5 L

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

2 Oct 2026

Download Starts

26 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

26 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 (29 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.
1.1	All kinds of soil 60%	112.5	Cum	188.75	₹21,234.38
1.2	Ordinary Rock 25%	46.87	Cum	378.35	₹17,733.26
1.3	Hard Rock 15%	28.12	Cum	1,069.1	₹30,063.09
2Earth 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
2.1	All kind of soil @80%	59.42	Cum	188.75	₹11,215.53
2.2	Ordinary rock @20%	14.86	Cum	378.35	₹5,622.28
3	Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil	755.06	Cum	252.05	₹1,90,312.87
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size	103.52	Cum	4,029.15	₹4,17,097.61
5	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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums	521.98	Cum	4,078	₹21,28,634.44

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.59 MB

Work Item Documents

BOQ_1102738.xls

BOQ • 0.27 MB

Ready to Participate?

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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.
1.1	All kinds of soil 60%	112.5	Cum	188.75	₹21,234.38
1.2	Ordinary Rock 25%	46.87	Cum	378.35	₹17,733.26
1.3	Hard Rock 15%	28.12	Cum	1,069.1	₹30,063.09
2Earth 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
2.1	All kind of soil @80%	59.42	Cum	188.75	₹11,215.53
2.2	Ordinary rock @20%	14.86	Cum	378.35	₹5,622.28
3	Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil	755.06	Cum	252.05	₹1,90,312.87
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size	103.52	Cum	4,029.15	₹4,17,097.61
5	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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums	521.98	Cum	4,078	₹21,28,634.44

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.

1.1

All kinds of soil 60%

112.5

Cum

188.75

₹21,234.38

1.2

Ordinary Rock 25%

46.87

Cum

378.35

₹17,733.26

1.3

Hard Rock 15%

28.12

Cum

1,069.1

₹30,063.09

2Earth 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

2.1

All kind of soil @80%

59.42

Cum

188.75

₹11,215.53

2.2

Ordinary rock @20%

14.86

Cum

378.35

₹5,622.28

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil

755.06

Cum

252.05

₹1,90,312.87

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size

103.52

Cum

4,029.15

₹4,17,097.61

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums

521.98

Cum

4,078

₹21,28,634.44