J&K

Active

Works

Civil Works

Providing of Gabions

JKSPDC

Ganderbal, Jammu And Kashmir

Amount: ₹23.0 LCloses: 12 Oct 2026

Timeline

Published21 Sept 2026
Pre-Bid Meeting8 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹23.0 L

EMD Value

₹46,034

Closing Date

12 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Executive Engineer Civil Construction Division-I N

Address

Office of Executive Engineer CCD-I NGHEP GANDERBAL

Work Description

Providing of Gabions for Slope Stabilization to safeguard the Inspection Road of Sind Power Canal at spots RD 2950m to RD 4500m.

Tender Information

Tender ID

2026_SPDC_325452_1

Reference Number

eNITno04of202627dated21092026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

45 days

Location

GANDERBAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredContractor Card Registration Card,Tender Fee (.pdf)

RequiredEarnest Money Deposit,Permanent Account No,Goods and Services Tax (.pdf)

RequiredNotarized affidavit regarding Correctness of the documents ,Tax clearance Certificate (.pdf)

RequiredAcceptance of Terms AND Conditions of JKSPDC (.pdf)

RequiredDetails of Contractor (.pdf)

RequiredDeclaration of Contractor (.pdf)

RequiredGST CLEARENCE CERTIFICATE (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

Tender Fee Payable To

CPAO USHP-II KANGAN

EMD Fee Amount

₹46,034

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

GANDERBAL

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

14 Oct 2026

Download Starts

22 Sept 2026

Download Ends

12 Oct 2026

Submission Starts

22 Sept 2026

Pre-Bid Meeting

8 Oct 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Earth work in bulk excavation by manual means over areas (exceeding 30 a-n 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 Qty=1/2 x (1.5+0.3) x1.52m x180m=246.24 cum	246.24	Cum	592.9	₹1,45,995.7
1.02	Providing & 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%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every im interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders (Quary Stone)with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. Tier 1 Qty=1.52 x 0.91 x180=248.98 cum Tier 2 Qty=1.21 x1.21 x 180=263.54 cum Total Qty=248.98 + 263.54 =512.52 cum	512.52	Cum	3,350.85	₹17,17,377.64
1.03	Carriage of 30 km for stones from Srinagar	512.52	Cum	612.11	₹3,13,718.62
1.04	Carriage of 30 km for crates from Srinagar Qty = 180 ÷ 4.88 = 36.8 → say 37 crates × 2 = 74 crates Weight of one crate = 35 kg Total weight = 74 × 35 = 2590 kg = 2.59 tonnes	2.59	Tonne	1,387.45	₹3,593.5
2.04	Head Load of 50m Avg for Stones from Road Side upto Site of Work	236.08	Cum	512.52	₹1,20,995.72

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 • 0.82 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.18 MB

BOQ_1099973.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Earth work in bulk excavation by manual means over areas (exceeding 30 a-n 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 Qty=1/2 x (1.5+0.3) x1.52m x180m=246.24 cum

246.24

Cum

592.9

₹1,45,995.7

1.02

Providing & 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%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every im interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders (Quary Stone)with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. Tier 1 Qty=1.52 x 0.91 x180=248.98 cum Tier 2 Qty=1.21 x1.21 x 180=263.54 cum Total Qty=248.98 + 263.54 =512.52 cum

512.52

Cum

3,350.85

₹17,17,377.64

1.03

Carriage of 30 km for stones from Srinagar

512.52

Cum

612.11

₹3,13,718.62

1.04

Carriage of 30 km for crates from Srinagar Qty = 180 ÷ 4.88 = 36.8 → say 37 crates × 2 = 74 crates Weight of one crate = 35 kg Total weight = 74 × 35 = 2590 kg = 2.59 tonnes

2.59

Tonne

1,387.45

₹3,593.5

2.04

Head Load of 50m Avg for Stones from Road Side upto Site of Work

236.08

Cum

512.52

₹1,20,995.72