Tender For Construction Of Regulatory Gate At Bifurcation Of Canal At Wadipora, Construction Of Lining Wall And Culvert And Raising Of Existing Lining Wall On Canal D/S Rd 500M At Khanpora And Downstream Wadipora Bifurcation And Hajam Mohallah
Tender Value
11.83 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
3 days left
EMD
23660
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Regulatory Gate At Bifurcation Of Canal At Wadipora, Construction Of Lining Wall And Culvert And Raising Of Existing Lining Wall On Canal D/S Rd 500M At Khanpora And Downstream Wadipora Bifurcation And Hajam Mohallah
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Aug-2026 | Corrigendum | Fee | 27-Aug-2026 |
| 2 | 21-Aug-2026 | Corrigendum | Fee | 01-Sep-2026 |
| 3 | 27-Aug-2026 | Extension | Date | 01-Sep-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 | 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 kinds of soil : |
| 3 | Dumping of stones. in Horizontal on level . |
| 4 | Supply of Stones (nallah) nominal size 225 mm |
| 5 | 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: 1:4:8 (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 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) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Edges of slabs and breaks in floors and wallsUnder 20cm wide |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 12 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 13 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 14 | Providing 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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Steel 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. |
| 17 | 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. |
| 18 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 20 | Fabrication providing and fixing of hydraulic gate incl. all carriages for winch machines (single winch) including coupling and universal rods, as per the following specification. The vertical and horizontal members shall be fabricated from ISMC 100 mm channel section of required lengths to be properly welded with 6mm thick m/s sheet on either side providing and fixing of ISI marked heavy duty winch machine of 3.5 ton capacity (worm gear and lock type) including thrush brearing with double thereaded winch rod of 50mm dia with flanges, rain caps operating handle, having winch gear 30mm dia, 65mm thic with gun metal bush nut 150mm Dia (outer) and 150mm rubber seal including all castings and accessories as per the directions of the site engineer. The rubber seal at the bottom and sides should be provided to check leakages. The whole structure shall be provided with a primary coat of epoxy paint of approved brand and manufacture. The grooves and pedestal channel shall be of ISMC 150 channel sections, operating handle oiling, greasing complete job. Single winch machine gate size 1.4m*1.00m |
| 21 | Providing/ laying of GSB/RBM on site including all sorts of carriages |
| 22 | Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking Soling Stone avg. lead 10 km |
| 23 | Stone soling from av lead 03 km |
| 24 | 40 mm Aggregate avg. lead of 05 kms |
| 25 | 20 mm Aggregate avg. lead of 05 kms |
| 26 | Sand avg. lead of 25 kms . |
| 27 | Steel from av lead 01 km |
| 28 | Cement from av lead 01 km |
| 29 | Extra carriage of Materials from road site to site of work by Mannual labour Including loading unloading and stacking Avg. Lead 50 mtr. Soling stone |
| 30 | 40mm stone agg |
| 31 | 20mm stone agg |
| 32 | Cement |
| 33 | Steel |
| 34 | Providing and Fixing of ACP Boards with computerized printing of size (3'x4') |
| 35 | Printing of Geo Tagged Photograps pre-post and during execution. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 01, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 days
Sep 01, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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