Indian Tenders

Tender Notice

TDR 55239119
Tendering Authority Irrigation And Flood Control Department
Tender No e-NIT No. 05 of 2026-27
Tender ID 2026_IFC_308721_3
Tender Brief Corrigendum : Tender For Construction Of Damaged Flood Protection Work By Way Of 18M Long Stud 5 Nos. With 6 M Apron On Right Bank Of River Waddi Tawi From Bikram Chowk Bridge To Ring Road Bridge (At Places).
City Jammu
State Jammu And Kashmir
Document Fees INR 5000 /-
EMD INR 309560.0 /-
Tender Value INR 1.54 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Damaged Flood Protection Work By Way Of 18M Long Stud 5 Nos. With 6 M Apron On Right Bank Of River Waddi Tawi From Bikram Chowk Bridge To Ring Road Bridge (At Places).

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 30-04-2026 change in Time of Completion Other 04-05-2026

Key Dates

Publish Date 30-04-2026
Last Date of Bid Submission 04-05-2026

Contact Information

Company Name Irrigation And Flood Control Department
Contact Person Executive Engineer FCD Jammu
Address Executive Engineer FCD Jammu

BOQ Items

Name of Work:- Construction of Damaged Flood Protection Work by way of 18m long Stud 5 Nos. with 6 M Apron on Right Bank of River Waddi Tawi from Bikram Chowk Bridge to Ring Road Bridge (At Places).
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 All kinds of soil :
2Hand packing of stones in wire crates excluding cost of stones and crates
3Tipping stone-filled wire crates in position; including equipment charges.
4Filling 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 lead upto 50 m and lift upto 1.5 m.
5Dry Stone pitching (any thickness) excluding cost of stones.
6On horizontal
7On slopes
8Earth work in rough excavated, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m, in all kinds of Soil.
9Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks lead upto 50m and lift upto 1.5, in all kinds of Soil.
10Supply of Stones
11Carriage of stones from neareast source to site of work 20 km by MT including loading, unloading, stacking complete
12Carriage of earth from neareast source to site of work 5 km by MT including loading, unloading, stacking complete
13Providing of 4mm B.A wire Knitted wire crates of Size ( of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per IS Standard / code
14Knitted crate size (6.00x 1.50x 1.50 mtr)
15Knitted box size (1.50x 1.50 x 1.20 mtr) Please Enable Macros to View BoQ information

Other Detail

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