Water Resources and Irrigation Government Departments Closing in 8 days TDR #57298652

Tender For Strengthening By Way Of Construction Of Toe Wall/Parapet Wall From Rd 0 To Rd 3.6 Km For Doodganga Diversion Channel.

Issued by Government Departments · Budgam, Jammu and Kashmir
Tender Value
9.22 Crore
Estimated cost
Bid Submission
22 Sep 2026
8 days left
EMD
18.44 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Strengthening By Way Of Construction Of Toe Wall/Parapet Wall From Rd 0 To Rd 3.6 Km For Doodganga Diversion Channel.

BOQ

Name of Work:- Strengthening by way of Construction of Toe wall/Parapet wall from RD 0 to RD 3.6 Km for Doodganga Diversion Channel.
Sl. No. Item Description
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.
2Dumping stone excluding cost of stones. in Horizontal on level
3Supply of Stone boulder (nallah) nominal size 225 mm
4Supply of Stone boulder (Quarry) nominal size 225 mm
5Hand-packing stones in wire-crates; excluding cost of crates and stones
6Providing and laying of Geo textile bags of specified make filling with suitable soil in the ratio of 30% sand and 70% good earth as specified geo bag (40GSM-PP) including. labour and filling Cost of bags, material/local earth complete job
7Providing 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
8Providing 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 20 mm nominal size)
9Supply of Wooven G.I Crate mesh of 4mm wire Guage and 100mmx100mm mesh of standard Quality and Manufacture for resistance / Liability of crates which shall have to provide before start of work. The Supply including all means of carriage from supply source to actual site of work. (Complete Job).
10Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
11Centering and shuttering including strutting, propping etc. and removal of form work for:foundations,footings,base for columns
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
13Providing & 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+PVC coated, Mesh wire diameter2.7/3.7mm, 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 quarry stones with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
14Filling 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.
15Carriage of materials from source to actual site of work by mechanical transport.incl. loading unloading & stacking. Stone quarry for an avg lead of 18 Kms from Athwajan
16Stone soiling for an avg lead of 15 km from Athwajan
17Stone Aggregate 40mm nominal size for Avg. lead of 15 Km
18Stone Aggregate 20mm nominal size for Avg. lead of 15Km
19Sand for an Avg. lead of 15 Km from Pampore
20Cement from open Market for an avg lead of 01km
21Steel from open market for an avg. Lead of 01km Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57298652
AUTHORITY Government Departments
TENDER VALUE 9.22 Crore
LAST DATE 22-09-2026
Authority
Authority Name Irrigation And Flood Control Department
Work Description Tender for Strengthening By Way Of Construction Of Toe Wall/Parapet Wall From Rd 0 To Rd 3.6 Km For Doodganga Diversion Channel.
Basic Detail
Tender No e-NIT No.19 of 2026-27 of FSC Narbal
Bidding Type Tender
Location
City Budgam
State Jammu and Kashmir
Key Dates
Publish Date 01 Sep 2026
Submission Date 22 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 9.22 Crore
Tender Fee 2500
EMD 18.44 Lakhs
Exemption Not Available
Document List
81c44db4-470f-4724-9271-1c2c7accf175.html
BOQ_1086409.xls
Tendernotice_1 (14).pdf

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Tender Timeline

Sep 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
html

81c44db4-470f-4724-9271-1c2c7accf175.html

xls

BOQ_1086409.xls

pdf

Tendernotice_1 (14).pdf

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