Tender For Repair Work Of Glacis Bay No. 4 & 5 Of Barrage At Chutak Power Station, Kargil.
Tender Value
1.97 Crore
Estimated cost
Bid Submission
02 Nov 2026
7 days left
EMD
3.95 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kargil → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Work Of Glacis Bay No. 4 & 5 Of Barrage At Chutak Power Station, Kargil.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Oct-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 16-Oct-2026 |
| 2 | 20-Oct-2026 | TIME EXTENSION | Date | 02-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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. |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 3 | Hiring and running charge of Vibratory roller 8 to 10 tonne and services of operating staff, cost of lubricants, oil, diesel and other consumables for running the machinery, including all material and transportation charges, GST, CP&OH etc. |
| 4 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by cleaning methods like compressed air/ high pressure water blast followed by and including cleaning with oil free air blast as per direction of Engineer in charge. |
| 5 | Chipping of old concrete for making correct grade and profile up to required depth using suitable equipment such as jack hammer/ chipper includes removal of unsound concrete surface as per technical specifications and disposing the excavated material away from work site including all leads and lifts. |
| 6 | Surface preparation of old concrete by cleaning methods like compressed air/ high pressure water blast/ sand blast, chipping, wire brush or other means for laying of repair mortar as per technical specification including all stages and scaffolding etc. (Complete finished item with all leads and lifts). |
| 7 | Drilling of 32mm dia holes for 25mm dia steel anchors and 500mm deep into old concrete by way of jack hammer or other suitable equipment. |
| 8 | Epoxy resin system of approved make filling in drilled holes for anchoring as per technical specifications including the cost of all materials carriage, staging scaffolding and labour etc. complete finished item. |
| 9 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Providing, mixing and applying bonding coat between old and new concrete of approved adhesive on chipped portion of RCC/HPC as per specifications and direction of Engineer-In-charge complete in all respect. Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 11 | Providing and laying High Performance Concrete M-60 grade as per technical specifications including the cost of all materials (including silica fume & superplasticizer), proper compaction, curing, carriages, staging, scaffolding and labour etc. complete finished item within all leads and lifts. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 14 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. 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 and lifts all complete as per direction of Engineer-In-Charge : 25mm average thickness |
| 15 | Providing and applying high performance cementitious R-4 Class mortar on exposed/ eroded concrete surface as per technical specification. Generally the thickness of the layer shall be kept 12.5mm. (Complete finished item with all leads and lifts). |
| 16 | Providing 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 17 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: |
| 18 | Supplying Empty cement bags in good condition |
| 19 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 20 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 21 | Hiring of electric 7.5 HP submersible dewatering pump @ 02 nos including all accessories and transportation charge. The dewatering pump will be kept ready in operating condition round the clock for use of dewatering pump any time during whole day. |
| 22 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: 160 mm. Dia. |
| 23 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 24 | Providing a diving assistance with accessories for inspection and sealing of stoplog gate in radial gate. This includes the cost of Mobilization, accommodation and transportation. (Ref. Spilway stoplog-general arrangement drawing) |
| 25 | Removal of old radial gate sill beam and Erection of sill beam of radial gate including lowering from barrage top to spillway glacis, handling, assembling, anchoring, final matching field welding, all accessories & material etc complete items ( Excluding cost of sill beam) (Complete finished item with all leads and lifts) . Spillway width 6.0m ( Concrete paid separately) (refer spillway radial gate slii beam drawing) |
| 26 | Supply of radial gate sill beam Spillway width 6.0m (refer spillway radial gate slii beam drawing) |
| 27 | Supply of S.S. Sill Plate (Size as per Item No-1 of drawing No-NHCT-2ET2-45-DD-003-00) of radial gate. |
| 28 | Carriage of Materials up to 520KM : By Mechanical Transport including loading, unloading and stacking- Sand, stone aggregate below 40 mm nominal size Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 02, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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