Tender For Permanent Restoration/Construction Of Road From Chamber To Mohalla Miran Chandian Kehnu ,Block Sathra. (Under Sdrf)
Tender Value
2.65 Crore
Estimated cost
Bid Submission
06 Nov 2026
19 days left
EMD
5.30 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration/Construction Of Road From Chamber To Mohalla Miran Chandian Kehnu ,Block Sathra. (Under Sdrf)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Oct-2026 | Corrigendum No-1 | Date | 22-Oct-2026 |
| 2 | 09-Oct-2026 | Corrigendum No-1 | Date | 22-Oct-2026 |
| 3 | 17-Oct-2026 | Corrigendum No-2 | Date | 06-Nov-2026 |
| 4 | 15-Oct-2026 | Corrigendum No-1 | Other | 06-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulicexcavator) 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 | Preparation of subgrade by excavating earth to an average of22.5 cm depth, dressing to camber and consolidation withroad roller of 8-12 tonne capacity including making good theundulation etc. and disposal of surplus earth upto 50 meters |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions ofEngineer-in-Charge. |
| 4 | 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. |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 7 | 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) |
| 8 | 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) |
| 9 | Filling of stone in wire crate including the cost of stone and wire crate complete job |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 12 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 13 | 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) |
| 14 | Dumping of stone in Horizental on level including the cost of stoen complete job. |
| 15 | 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 |
| 16 | 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 |
| 17 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe |
| 18 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe |
| 19 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete Non-pressure NP-4 class (Heavy duty) R.C.C. pipe450 mm dia. R.C.C. pipe |
| 20 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-inCharge |
| 21 | Carriage of materials by Mechanical Transport including loading, unloading and stacking at site complete. Carriage of Sand/Stone aggrigate below 40 mm by an average distance of 10 km by M.T. |
| 22 | Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 3900 mm dia. R.C.C. pipe by an average distance of 90 km by M.T. |
| 23 | Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 and 450 mm dia. R.C.C. pipe by an average distance of 90 km by M.T. |
| 24 | Disposal of Mulba by an average distance of 1 km by M.T. |
| 25 | Carriage of Stone by an average distance of 05 km by M.T. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Oct 22, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Nov 06, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 days
Nov 06, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 daysNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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