Tender For Rejuventation And Restoration Of Flumes On Gulzarpora Minor Rd 120M And Rd 500M And Repairment Of Lining Wall At Rd 130-460M. Adv. Cost= 29.10 Lacs
Tender Value
29.10 Lakhs
Estimated cost
Bid Submission
19 Sep 2026
5 days left
EMD
58200
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rejuventation And Restoration Of Flumes On Gulzarpora Minor Rd 120M And Rd 500M And Repairment Of Lining Wall At Rd 130-460M. Adv. Cost= 29.10 Lacs
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:Description 1 meter from cutting edge: All kind of soil |
| 2 | Providing and laying Dry stone soiling maximum size 100-75mm duly hand packed including all carriages,leads and lifts upto site of work complete.(200mm thick Soiling) |
| 3 | 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) |
| 4 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforcement for RCC Work incl. cutting, bending etc. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns for mass concrete |
| 7 | 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 50mm average thickness |
| 8 | 20mm cement plaster finished with a floating coat of neat cement of mix : 1 : 3 ( 1 cement : 3 fine sand) |
| 9 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 10 | Dewatering/Diversion charges for making ring bund / coffer dam and continuous pumping of water to keep thr pit dry during concreting and stablizing sides of trench by timbering or EC bags complete job |
| 11 | Lip-Cutting to desired profile for canal bed and sides, canal Including dressing, all allowances and leads Depth upto 3.0 m |
| 12 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface.Quarry stone |
| 13 | Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal).In beds |
| 14 | In slopes |
| 15 | Neat cement punning (6mm plaster) |
| 16 | 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) |
| 17 | Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 meters. |
| 18 | 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 : |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations 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. |
| 20 | Carraige of materials by mechnical means(MT)Sand by an avg lead of 5 kms |
| 21 | 20mm Aggregate from lead of 5Kms |
| 22 | Quarry stones size 225mm by an avg lead of 8kms |
| 23 | Cement from nearby market lead 5Kms |
| 24 | Nallah stones by an avg lead of 8kms |
| 25 | steel avg 10 kms |
| 26 | Carraige of materials by manual means by an avg lead of 150 mts.Sand |
| 27 | Aggregates |
| 28 | Stones |
| 29 | Cement |
| 30 | Nallah stones |
| 31 | Steel |
| 32 | Geo-tagged Photographs before,during & after execution Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender