Tender For Repair Of 5000 Glns Gsr At Larey And Teda Baryalta Including Procurement Of Valves Of Different Dias Under Water Supply Scheme Chani Mansar Under District Capex 2026-27
Tender Value
7.80 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
0 days left
EMD
15600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of 5000 Glns Gsr At Larey And Teda Baryalta Including Procurement Of Valves Of Different Dias Under Water Supply Scheme Chani Mansar Under District Capex 2026-27
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Jul-2026 | date extend 1 | Date | 17-Jul-2026 |
| 2 | 18-Jul-2026 | date extend iii | Date | 22-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 2 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :15 mm to 40 mm nominal bore. |
| 3 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :Above 40 mm nominal bore. |
| 4 | Supply of stones |
| 5 | Dumping of stones in horizontol on level |
| 6 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65mm dia |
| 7 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50mm dia |
| 8 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40mm dia |
| 9 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32mm dia |
| 10 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25mm dia |
| 11 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65mm dia |
| 12 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50mm dia |
| 13 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40mm dia |
| 14 | Providing and fixing C.I. Not return/ check valves complete with bolts, nuts, rubber insertions etc. 100 mm dia |
| 15 | Providing and fixing C.I. Not return/ check valves complete with bolts, nuts, rubber insertions etc. 80 mm dia |
| 16 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth All kinds of soil : 1 mtr cutting edge |
| 17 | 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 |
| 18 | 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) |
| 19 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All works upto plinth level |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 22 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate. |
| 23 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 25 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angles 40x40x6mm for diagonal braces |
| 26 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore Medium |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (M) |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore (Light) |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore (Light) |
| 31 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100mm dia (Medium) (for washout/delivery main/welded with MS plate thick 100x100mm size and for suction pipe) |
| 33 | Welding, including transportation of plant at site etc. complete By electric plant |
| 34 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 35 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 36 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km & by manual means from road side avg distance 500 mtr |
| 37 | Carriage of Stone aggregate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km & by manual means from road side avg distance 500 mtr |
| 38 | Carriage of Soling stone/ boulders from source (to be identified by engineer in charge) for an average distance of 500 Mtr Head Load |
| 39 | Carriage of GI pipe by manual means (to be identified by engineer in charge) to road side including cost for loading, unloading and stacking for an av. distance of 500 mtr Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 22, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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