J&K

Financial BO

Works

Civil Works

Strengthening slope stabilizaton and toe protection of weak and vulnerable embankments at Peerzo Island Right side of River Jehlum RD 72.186 km

I and FC

Srinagar, Jammu And Kashmir

Amount: ₹2.4 CrCloses: 4 Apr 202630 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed4 Apr 2026
Technical Evaluation9 Apr 2026
Financial Evaluation10 Apr 2026
Award—

Bids

Percentage

2 Bids10 Apr 2026

#	Company	Quoted %	Amount	Rank	Status
1	JAAB INFRATECH PRIVATE LIMITED L1₹1.7 CrAdmitted-Finance	-27.68%	₹1.7 Cr	L1	Admitted-Finance
2	M/S ROCKMARK CONSTRUCTIONS PVT LTD Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Others-Fails to meet the required bid capacity, hence does not qualify for opening of Financial Bid

Corrigenda

Corrigendum

2 updatesLatest on 30 Mar 2026Submission Ends:30 Mar 20264 Apr 2026

Date changes

Download Ends30 Mar 20264 Apr 2026Submission Ends30 Mar 20264 Apr 2026Bid Opening31 Mar 20264 Apr 2026

Tender Value

₹2.4 Cr

EMD Value

₹5 L

Closing Date

4 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

batamaloo

Work Description

Strengthening slope stabilizaton and toe protection of weak and vulnerable embankments at Peerzo Island Right side of River Jehlum RD 72.186 km

Tender Information

Tender ID

2026_IFC_306567_1

Reference Number

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Srinagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredAll the documents to be uploaded shall be in a single pdf (.pdf)

Finance

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

Executive Engineer IFCD Srinagar

EMD Fee Amount

₹5 L

Important Dates

Last Activity

10 Apr 2026

Published

20 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

20 Mar 2026

Download Ends

4 Apr 2026

Submission Starts

20 Mar 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by manual 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 :
2Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)
2.1	Depth exceeding 3 m but not exceeding 4.50 m	-	sqm	146.55	-
3	Supply and laying of non-woven Geo-textile fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.The item includes costs for anchoring on ground or underwater by means of mechanical, manual or boats whichever required for proper placement of system, complete job as per direction of Engineer in charge.	-	sqm	150	-
4	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.	-	cum	218.4	-
5	Dumping stone excl. cost of stones in horizontal on level.	214.76	Cum	237.9	₹51,091.4
6	Supply of quarry stones for filter media	196.86	Cum	-	-
7Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
8Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
9Carriage of material by mechanical transport including loading unloading and stacking from source to road side.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

technical_995335.pdf

PDF

Technical Evaluation

techsummary_995335.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 • 1.32 MB

Work Item Documents

BOQ_995335.xls

BOQ • 0.33 MB

Corrigendum Documents

peerzoext.pdf

PDF • 0.47 MB

AddendunPeerzooIsland.pdf

PDF • 0.55 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

JAAB INFRATECH PRIVATE LIMITED

L1₹1.7 CrAdmitted-Finance

M/S ROCKMARK CONSTRUCTIONS PVT LTD

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by manual 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 :
2Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)
2.1	Depth exceeding 3 m but not exceeding 4.50 m	-	sqm	146.55	-
3	Supply and laying of non-woven Geo-textile fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.The item includes costs for anchoring on ground or underwater by means of mechanical, manual or boats whichever required for proper placement of system, complete job as per direction of Engineer in charge.	-	sqm	150	-
4	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.	-	cum	218.4	-
5	Dumping stone excl. cost of stones in horizontal on level.	214.76	Cum	237.9	₹51,091.4
6	Supply of quarry stones for filter media	196.86	Cum	-	-
7Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
8Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
9Carriage of material by mechanical transport including loading unloading and stacking from source to road side.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in bulk excavation by manual 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 :

2Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)

2.1

Depth exceeding 3 m but not exceeding 4.50 m

sqm

146.55

Supply and laying of non-woven Geo-textile fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.The item includes costs for anchoring on ground or underwater by means of mechanical, manual or boats whichever required for proper placement of system, complete job as per direction of Engineer in charge.

sqm

150

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.

cum

218.4

Dumping stone excl. cost of stones in horizontal on level.

214.76

Cum

237.9

₹51,091.4

Supply of quarry stones for filter media

196.86

Cum

7Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar

8Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

9Carriage of material by mechanical transport including loading unloading and stacking from source to road side.