Tender For Hammal Nallah- Construction Of Masonry Protection Wall On Upper Belt From Rd 1000 To 5000 Mtrs At Kandi Rafiabad. (Amount Of Work:- Rs 80.91 Lacs)
Tender Value
80.91 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
15 days left
EMD
1.61 Lakhs
Bank guarantee accepted
Document Fee
5000
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 Hammal Nallah- Construction Of Masonry Protection Wall On Upper Belt From Rd 1000 To 5000 Mtrs At Kandi Rafiabad. (Amount Of Work:- Rs 80.91 Lacs)
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 stone including cost of stones. in Horizontal on level |
| 4 | 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) |
| 5 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | 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. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 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 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | 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. |
| 11 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing |
| 12 | 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. |
| 13 | Providing and fixing 75 mm dia PVC pipes of approved make for weep holes in RCC toe wall, including cutting and placing at required spacing of 1.50 m centre to centre horizontally in two rows (staggered), with proper outward slope, embedding in concrete, providing filter media/geotextile at inlet, and finishing complete in all respects as per directions of the Engineer-in-Charge |
| 14 | Providing, forming and maintaining temporary cofferdam using empty cement (EC) bags filled with available earth/sand at site, including supply of empty cement bags, filling, stitching/sewing with strings, loading, transportation (lead up to 50 m),stacking/placing in position in layers in water to form cofferdam of required height and thickness, including necessary dressing, ramming, maintenance during execution and removal after completion of work, complete in all respects as per direction of Engineer-in-Charge. |
| 15 | Carriage of material by Mechanical Transport including loading, unloading and stacking up to site of work. |
| 16 | Stone soiling Quarry for an avg. lead of 20 kms |
| 17 | Aggregate. 20mm for an average lead of 20 kms |
| 18 | Aggregate. 40mm for an avg. lead 20 kms |
| 19 | Sand for an Avg. lead 20 kms |
| 20 | Cement for an avg. lead 15 km |
| 21 | Steel for an Avg. lead 20 kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 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