Tender For Sconstruction Of Link Road From Dhani Thakeer Post To Sudhpora Forward Via Terri Sudhpora
Tender Value
1.31 Crore
Estimated cost
Bid Submission
16 Sep 2026
3 days left
EMD
2.63 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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Sconstruction Of Link Road From Dhani Thakeer Post To Sudhpora Forward Via Terri Sudhpora
BOQ
| Sl. No. | Item Description |
| 1 | Earth work bulk excavation Earth work in bulk excavation by mechnical means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in 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. Ordinary Rock |
| 3 | 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) |
| 4 | Supplying and filling of GSB incl consolidation with PRR of 8-10 Tonne capacity including all carriage etc complete jobA: base course with 90-45 mm size including stone screening of 13.20 mm nominal size(Type A): |
| 5 | Supply /stacking and laying of WBM Grade –II at site range 63-45 mm with specified stone aggregate , stone screening and binding material including screening, sorting, spreading to template and consolidation with PRR of 8-10 Tonne capacity including all carriage complete job.A: base course with 63-45 mm size including stone screening of 13.20 mm nominal size(Type A) |
| 6 | 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-in-charge |
| 7 | Providing and applying Tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen with spraying the bitumen mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface to remove all dirts dust mud etc. and finally brooming on WBM surface @ 0.75 kg/Sqm |
| 8 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacit |
| 9 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 10 | U-shaped CC drain : 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 inAll kinds of Soil.: |
| 11 | Providing and laying dry stone soling hand packed tightly including all carriages etc complete job |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8 ( 1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size)Crusher |
| 13 | 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) |
| 14 | Centering and shuttering including strutting : propping etc and removal of form work for foundation footing bases of columns |
| 15 | 12 mm cement plaster of mix 1: 6 ( I cement :6 fine sand ). |
| 16 | Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating cost of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete. 50 mm thick with 20 mm nominal size stone agg |
| 17 | carraige of matierials by MT sand /stone agg for 15 Km Qty vide item No. 3,4 =40.59 cum |
| 18 | Kacha Pucca R/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 and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of Soil.: |
| 19 | Providing and laying dry stone soling hand packed tightly including all carriages etc complete job |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8 ( 1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size)Crusher |
| 21 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 mix (1 cement :6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level Cement mortar 1:6 ( 1 cement :6 coarse sand ) |
| 22 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 23 | Providing and laying Damp proof course 40 mm thick with cemetn concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone agg 12.50 mm nominal size crusher |
| 24 | Supplying and filling of nallah muck behind the wall including leveling ,dressing etc all carriages complete job: |
| 25 | carriage of materials by MT stone for 5 Km |
| 26 | C.C 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of Soil. |
| 27 | Providing and laying dry stone soling hand packed tightly including all carriages etc complete job |
| 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8 ( 1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size)Crusher |
| 29 | Providing and laying cement concrete in 1:3:6( 1 cement :3 coarse sand :6 graded stone agg 40 mm nominal size ) upto plinth level crusher |
| 30 | Centering and shuttering including strutting : propping etc and removal of form work for Foundation footings bases of columns |
| 31 | providing and fixing in position of weep holes in walls with 100mmdia PVC pipes cut to length and provide as required to be installed in concreteand other incidentals complete.100mm dia PCC pipes) @ 1/sqm of 1m average length |
| 32 | carraige of matierials by MT sand /stone agg for 15 Km |
| 33 | Crate Protecion 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of Soil. |
| 34 | Supplying and filling of stone wire creates including cost and carriages of allied materials but excl cost of wire creates complete job : |
| 35 | supplying and filling of nallah muck /Khak bajree behind the wall including ramming, levelling, watering etc complete job. |
| 36 | add cost of wire creates: |
| 37 | RCC Spun Pipes P/L 18\\" dia of RCc spun pipes including earth work in excavation and fitting the same incl all carriages etc complete job |
| 38 | Causeway : 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 in All kinds of Soil.: |
| 39 | Providing and laying of soling stone size on level (hand packed) watering ramming complete below Foundation& rooms including carriage with cost and carriage complete. |
| 40 | Providing and 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: 4coarse sand: 8 graded stone aggregate 40 mm nominal size) PCC below Foundation& rooms-Mud mat including carriage cost. |
| 41 | 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) |
| 42 | 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) |
| 43 | Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 45 | Carriage of materials by MT for sand/aggregates for an average lead of 10 Km |
| 46 | 1x6 mtr Span RCC Culvert 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 in All kinds of Soil. |
| 47 | Providing and laying of soling stone size on level (hand packed) water ramming complete below Foundation including all carriage complete job. |
| 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 49 | 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) |
| 50 | Reinforced cement concrete work in beams/suspended floors roofs having slope upto 15 degree landing balconies shelves chajas lintels bands abuts toe wheel guards etc upto floor five level excl. cost of centering and shuttering finishing and reinforcement with 1:1.5:3(20mm nominal agg. size) |
| 51 | Centering and shttering including strutting propping and removal of form work for foundation footing base for columns |
| 52 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 53 | Centering and shttering including strutting propping and removal of form work for retaining walls/return walls, walls(any thickness) i/c attached sters,buttresses,plinth, string course fillets ,kerbs and steps etc |
| 54 | Centering and shttering including strutting propping and removal of form work for suspended floors ,roofs,landings,balconies and access plateforms |
| 55 | Supplying and filling of RBM/2nd class stones/Nallah Muck / Quarry Muck behind walls/Abuts including all carriages complete job |
| 56 | 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 |
| 57 | Carraige of materials Sand Agregate 10 km MT |
| 58 | Wing 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of Soil. |
| 59 | Providing and laying dry stone soling hand packed tightly including all carriages etc complete job |
| 60 | Providing and laying cement concrete in 1:3:6( 1 cement :3 coarse sand :6 graded stone agg 40 mm nominal size ) upto plinth level crusher |
| 61 | Centering and shuttering including strutting : propping etc and removal of form work for fdn footing and bases of columns |
| 62 | carraige of matierials by MT sand /stone agg for 15 Km |
| 63 | CC Approach Walls 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 in All kinds of Soil. |
| 64 | Providing and laying dry stone soling hand packed tightly including all carriages etc complete job |
| 65 | Providing and laying cement concrete in 1:3:6( 1 cement :3 coarse sand :6 graded stone agg 40 mm nominal size ) upto plinth level crusher |
| 66 | Centering and shuttering including strutting : propping etc and removal of form work for fdn footings and bases of columns |
| 67 | providing and fixing in position of weep holes in walls with 100mmdia PVC pipes cut to length and provide as required to be installed in concrete and other incidentals complete.100mm dia PCC pipes) @ 1/sqm of 1m average length |
| 68 | carraige of matierials by MT sand /stone agg for 15 Km |
| 69 | Metal Beam Crash Barriers Providing and fixing of Metal Beam Crash Barrier Type -A \\"W\\": comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series vertical post, 150x75x5mm spaced 2m C/c, 1.8m high, 1.1m below ground/road level, (incl all fittings like nuts, bolts etc) all steel parts and fittments to be galvanized by hot dipmprocess, all fittings to conform IS:1367 and IS:13634, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810) incl cost of excavation, soling, 1;2:4mix concerete etc complete as per the directions of EIC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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