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construction of 70 M span actual 100 m at site motorable bridge including approach road from Dhandani to Thichka via Owain

Public Works Department

Rajouri, Jammu And Kashmir

Amount: ₹15.7 CrCloses: 5 Oct 2026

Timeline

Published12 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹15.7 Cr

EMD Value

₹31.5 L

Closing Date

5 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Chief Engineer Pir Panjal

Address

Rajouri

Work Description

construction of 70 M span actual 100 m at site motorable bridge including approach road from Dhandani to Thichka via Owain

Tender Information

Tender ID

2026_PWDJK_324380_1

Reference Number

eNIT No 03 of 2026/27 Dated 11/09/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

1080 days

Location

rajouri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

Requiredscanned copy of e chalan (.pdf)

Requiredscanned copy of BG CDR (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,740

Tender Fee Payable To

CAO Pir Panjal

EMD Fee Amount

₹31.5 L

Important Dates

Last Activity

12 Sept 2026

Published

12 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

12 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

12 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 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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. (All kinds of soil 60%, ordinary rock 20% & hard rock ( 20%)	60,432	Cum	328.36	₹1,98,43,451.52
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.	224	Cum	218.4	₹48,921.6
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 kinds of soil 60%, ordinary rock 20% & hard rock ( 20%)	4,720	Cum	414.98	₹19,58,705.6
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)	666	Cum	4,826.5	₹32,14,449
5Providing 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, improve workability without impairing strength and durability as per direction of Engineer-in charge. 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.
6	All works above plinth level upto floor V level	802	Cum	9,412.05	₹75,48,464.1
7	Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.	241	Quantial	941	₹2,26,781
8	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)	42	Cum	6,540.45	₹2,74,698.9
9	Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Cement content considered in M-30 is @ 340 kg/cum	802	Cum	98.8	₹79,237.6
10	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)	4,032	Cum	5,733.6	₹2,31,17,875.2

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.38 MB

Work Item Documents

BOQ_1094175.xls

BOQ • 0.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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. (All kinds of soil 60%, ordinary rock 20% & hard rock ( 20%)

60,432

Cum

328.36

₹1,98,43,451.52

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

224

Cum

218.4

₹48,921.6

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 kinds of soil 60%, ordinary rock 20% & hard rock ( 20%)

4,720

Cum

414.98

₹19,58,705.6

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)

666

Cum

4,826.5

₹32,14,449

5Providing 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, improve workability without impairing strength and durability as per direction of Engineer-in charge. 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.

All works above plinth level upto floor V level

802

Cum

9,412.05

₹75,48,464.1

Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.

241

Quantial

941

₹2,26,781

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)

Cum

6,540.45

₹2,74,698.9

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Cement content considered in M-30 is @ 340 kg/cum

802

Cum

98.8

₹79,237.6

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)

4,032

Cum

5,733.6

₹2,31,17,875.2