Water Resources and Irrigation Government Departments Closing in 8 days TDR #56562718

Tender For The Restoration Of Damaged Floor Baffle Blocks, Dented Sills, And Launching Aprons Located Upstream And Downstream Of Gates 05 To 10 At The Sharda Barrage, Banbasa (Janpad Champawat).

Issued by Government Departments · Champawat, Uttarakhand
Tender Value
5.29 Crore
Estimated cost
Bid Submission
30 Jul 2026
8 days left
EMD
10.60 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Champawat → Uttarakhand
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For The Restoration Of Damaged Floor Baffle Blocks, Dented Sills, And Launching Aprons Located Upstream And Downstream Of Gates 05 To 10 At The Sharda Barrage, Banbasa (Janpad Champawat).

BOQ

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Sl. No. Item Description
1Supplying & Filling of old/used E.C. Bags with local earth from required lead by tractor trolly i/c sewing with sutli including all lead&lift, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge.
2Providing & laying R.B.M for making coffer bund in down stream of barrage excluding cost of R.B.M including all lead&lift, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge.
3Dismantling old damaged cement concrete work of launching apron including stacking of all material with in a distance upto 60 m.as per direction of Engineer-in charge for proper complition of work .
4Providing & Laying stone grit (10-20 mm size) in between jhiris/gaps of Conc. Blocks Rows including cost of all materials carriage up to site of work labour, T&P etc. required for proper completion of work as directed by engineer-in-charge.
5Providing & laying hand packed boulder 40-60 Kg. wt. in scour/damaged floor portion including cost of all materials carriage up to site of work, labour T&P etc. required for proper completion of work as directed by engineer-in-charge.
6Providing and laying packing boulder 20 to 40 Kg. wt. in 8 S.W.G. (4mm.) G.I.Wire crate (size 3.0x1.50x1.0 m.) 15cm.x15cm. mesh double Knot type including cost of all material, carriage up to site T&P lead and lift and labour required for proper completion of work as directed by engineer-in-charge.
7Centering & Shuttering for C. C.Blocks including cost of centering & shuttering all materials ,labour ,T&P etc. required for proper complition of work as directed by engineer-in-charge .
8Providing & laying cement conc. In M25 (1:1:2 -cement:Coarse sand:shingle/Grit 12-20 mm.size) including cost of all materials , Labour and T&P etc. required for proper completion of work as directed by engineer-in-charge.
9Hiring of diesel pumps 5 H.P. including operater and POL for surface dewatering with cost of labour all T&P etc. required for proper complition of work as directed by engineer-in-charge.
10Disposal of dismantaled material in scour portion of D/S right marginal bund launching apron carraige up to 1.00 km by tractor trolly including cost of labour and T&P etc. required for proper complition of work as directed by engineer-in-charge.
11Providing and filling the pointing mortar in stone masonry/granite joints of stone masonry floor & glacis section after chipping & removing of loose mortar, cleaning the groove properly a depth of 2 times of width by applying an epoxy based priming coat of bonding agent in consumption of 0.4 - 0.5 kg/m2 on the both the surfaces of the joints with a brush. And further filling the joints properly with single component, fibre reinforced, sulphate resistant, non shrink, fibre reinforced, UV resistant, thixotropic, high performance CE Certified cementitious structural repair mortar as per required specification with insurance, transportation all lead & lifts, including cost of all materials, labour T&P etc excluding G.S.T. required for proper completion of work as directed by Engineer-in-charge.
12Chipping of unsound/weak concrete material from the friction block/deneted sill/deflector/baffle block with manual Chisel and or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead & lifts including cost of labour and T&P etc required for proper completion of works as directed by Engineer-In-Charge.
13Supply & fixing 16mm dia steel sheer connector in grid pattern in between old core and new epoxy mortar or as directed by Engineer-in-charge including drilling hole of depth of 600 mm and chemical anchoring with ETA approved , epoxy resin based, 2-part, thixotropic, high performance anchoring adhesive for anchoring threaded rods and reinforcing bars in both cracked and un-cracked concrete in dry or damp concrete as per required specification with all materials, labour and T&P etc. excluding G.S.T required for proper completion of work as directed by Engineer-in-charge.
14Providing, mixing & applying two component epoxy resin concrete bonding coat on prepared RCC surfaces as directed by Engineer-in-charge including preparation of surface by chipping and thoroughly cleaning of surface complete wherever required in consumption of 0.4 - 0.5 kg/Sqm complete all as specified and directed. as per specified material including cost of all materials, labour T&P etc excluding G.S.T. required for proper completion of work as directed by Engineer-in-charge.
15Rebuilding the section of damaged RCC elements to its original size in thickness by providing and casting with Microcrete for ready to use including providing and fixing of watertight foam faced finish shuttering of minimum 18mm thickness and supporting formwork or all lead lift, mixing, placing, de-shuttering, leveling the surface by grinding off cementitious slurry or cementitious joints differences if any and curing complete all as specified and directed. excluding G.S.T for proper completion of work as directed by Engineer-in-charge.
16Resurfacing - Providing and applying 25mm. thick Mortar, a solvent-free, three component thixotropic epoxy mortar based on a combination of epoxy resin and selected quartz aggregates on deneted sill/baffle block. as per specified material including cost of all material, equipment, arrangments of all scaffolding, labour charges and all leads and all lifts of all materials including curing, finishing and other operation required for maintaining, cleanliness of construction etc. excluding G.S.T as per directed by the Engineer in Charge.
17Pointing of joints of stone masonry in friction block/deneted sill/deflector/baffle block by providing and applying by applying an epoxy based priming coat of in consumption of 0.4 - 0.5 kg/m2 on the both the surfaces of the joint with a brush. The product should comply with ASTM C 881 Type II Grade 2 Class B+C and bond strenghth should be 10 MPa. And filling the joints properly in 25mmx50mm by - Mortar, a solvent-free, three component thixotropic epoxy mortar based on a combination of epoxy resin and selected quartz aggregates on baffle block. The product manufacturer must have their own manufacturing facility, should not be private label product or sourced from third party. The manufacturer must be an ISO 9001 & 14001 certified and valid certificates must be produced as proof. The resin system All three components pack (resin, hardner & filler) sould be factory made and to be sourced from same manufacturer. Rates are including cost of all material, equipment, arrangments of all scaffold ing, labour charges and all leads and all lifts of all materials including curing, finishing and other operation required for maintaining, cleanliness of construction etc. excluding G.S.T as per directed by the Engineer in Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56562718
AUTHORITY Government Departments
TENDER VALUE 5.29 Crore
LAST DATE 30-07-2026
Authority
Authority Name Irrigation Department
Work Description Tender For The Restoration Of Damaged Floor Baffle Blocks, Dented Sills, And Launching Aprons Located Upstream And Downstream Of Gates 05 To 10 At The Sharda Barrage, Banbasa (Janpad Champawat).
Basic Detail
Tender No 02/SE/2026-27
Bidding Type Tender
Location
City Champawat
State Uttarakhand
Key Dates
Publish Date 18 Jul 2026
Submission Date 30 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 5.29 Crore
Tender Fee 2715
EMD 10.60 Lakhs
Exemption Available
Document List
b9c95b31-efe9-45ba-a49c-fe5453029a9e.html
BOQ_2194892.xls
LOT06.pdf
Tendernotice_1 (29).pdf

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Tender Timeline

Jul 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

b9c95b31-efe9-45ba-a49c-fe5453029a9e.html

xls

BOQ_2194892.xls

pdf

LOT06.pdf

pdf

Tendernotice_1 (29).pdf

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