Tender for Restoration and Improvement to lis Vijbal.
Tender Value
24.27 Lakhs
Estimated cost
Bid Submission
02 Sep 2026
0 days left
EMD
48540
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration and Improvement to lis Vijbal.
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 | Earth work in bulk excavation by manual means 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 kind of Soil |
| 3 | providing and laying of dry stone soling (nallah) excluding supply of stones |
| 4 | Supply of Stone Boulders (Quarry) |
| 5 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) |
| 6 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for:- Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 8 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:-Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 9 | 12mm Cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) |
| 10 | Providing and mixing approved waterproofing asmixture (Dr. Fixit or equivalent in cement at the recommendeddosage, including propoer measuring mixing with cement mortar, and ensuring uniform distribution to improve imoermeability and enhance the durability of canal lining complete as directed by the Engineer-In Charge |
| 11 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand):-Flush/Ruled Pointing |
| 12 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 13 | Filling 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. |
| 14 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required. |
| 15 | Hireing of L&T matchine (excavator for steamlining of the intake dressing of and side slope, including operator charge,fuel/lubricants and all incidential operation required for satesfactory complition of work complete as directed by the engineer- in- charge |
| 16 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:- Welded |
| 17 | Carriage of material by Mechanical Transport including loading, unloading and stacking up to site of work. |
| 18 | Stone soiling Quarry for an avg. lead of 24 kms |
| 19 | Aggregate. 20mm for an average lead of 21 kms |
| 20 | Aggregate. 40mm for an avg. lead 21 kms |
| 21 | Sand for an Avg. lead 20 kms |
| 22 | Cement for an avg. lead 15 km |
| 23 | Steel for an avg. lead 24 km |
| 24 | Carriage of material By Manual Labour including loading, unloading and stacking for lead 100 mtrs |
| 25 | Stone soiling Quarry |
| 26 | Aggregate. 20mm |
| 27 | Aggregate. 40mm |
| 28 | Cement |
| 29 | Steel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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