Tender For Upgradation Of Road At Halka Moori Village Moorie, Cherizab Bamliwali Kalaroos, Lolab. Advertised Cost: 197.55 Lacs.
Tender Value
1.97 Crore
Estimated cost
Bid Submission
18 Sep 2026
3 days left
EMD
3.95 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kupwara → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation Of Road At Halka Moori Village Moorie, Cherizab Bamliwali Kalaroos, Lolab. Advertised Cost: 197.55 Lacs.
BOQ
| Sl. No. | Item Description |
| 1 | Part A Earth Work: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | 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 Hard Rock (Blasting Prohibited) |
| 3 | 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. |
| 4 | Part B Road part: P/L GSB incl spreading, compacting by 8-10 ton road roller incl carriage of material from source to site of work, Specifications as per MoRTH clause 401 |
| 5 | Providing & Laying water bound macadam with specifiedstone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost stone aggregate, screenings, kankar, moorum etc. complete job Base course with 63 mm to 45 mm size with stone screenings 13.2mm size incl all carriages of material all complete job |
| 6 | Part C R Wall: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 7 | Providing and laying of stonesoling (Hand Packed)including ramming, dressing and watering all complete.(Incl. all sorts of carriage) |
| 8 | Providingand laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed. |
| 9 | 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) |
| 10 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications. incl cost of materials, labour, HOM complete as per specification |
| 11 | Centering & shuttering incl. strutting, propping etc. and removal of form work for Foundations, footings, bases of columns etc. |
| 12 | Centering & shuttering incl. strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 13 | Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg. avg lead 22km |
| 14 | Carriage of material by M.T incl. loading/unloading & stacking complete. Sand av lead 46 km |
| 15 | Part D-B Wall: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 16 | Providing and laying of stonesoling (Hand Packed)including ramming, dressing and watering all complete.(Incl. all sorts of carriage) |
| 17 | Providingand laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed. |
| 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications. incl cost of materials, labour, HOM complete as per specification |
| 20 | Centering & shuttering incl. strutting, propping etc. and removal of form work for Foundations, footings, bases of columns etc. |
| 21 | Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg avg lead 22km |
| 22 | Carriage of material by M.T incl. loading/unloading & stacking complete. Sand av lead 46 km |
| 23 | Part E Crate Wall:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 24 | Supply and filling of Random Rubble stones(Nallah Stones), Hand packing stones in wire crates; incl cost of crates and stones also all equipment charges incl all carriage and all complete job as per directions of EIC |
| 25 | Part F-R Wall in stone masnoray: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 26 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Quarry) |
| 27 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) |
| 28 | 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 |
| 29 | Carriage of material by M.T incl. loading/unloading & stacking complete. Stone avg. lead 9 km |
| 30 | Part G-R Wall in stone masonary: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 31 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (quarry) |
| 32 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) |
| 33 | 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 |
| 34 | Carriage of material by M.T incl. loading/unloading & stacking complete. Stone avg lead 9 km |
| 35 | Part H-RCC spun pipes:Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 900 mm dia |
| 36 | Part I- Drain cum B Wall: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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 37 | Providingandlayingof stonesoling (Hand Packed)including ramming, dressing and watering all complete.(Incl. all sorts of carriage) |
| 38 | Providingand laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed. |
| 39 | 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) |
| 40 | 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. |
| 41 | Centering & shuttering incl. strutting, propping etc. and removal of form work for Foundations, footings, bases of columns etc. |
| 42 | Carriage of material by M.T incl. loading/unloading & stacking complete. Stone agg. avg lead 25km |
| 43 | Carriage of material by M.T incl. loading/unloading & stacking complete. Sand av lead 46 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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