Tender For Macadamisation Of Link Road From Alamdar Road To Head Of Mushtaq Ahmad Dar & Others And Construction Of Tile Path From Head Of Abdul Ahad Sheikh To Ab . Rehman Khadim & Others At Ward No.01 Chrar-I-Sharief.
Tender Value
19.45 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
2 days left
EMD
38900
Bank guarantee accepted
Document Fee
800
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 Macadamisation Of Link Road From Alamdar Road To Head Of Mushtaq Ahmad Dar & Others And Construction Of Tile Path From Head Of Abdul Ahad Sheikh To Ab . Rehman Khadim & Others At Ward No.01 Chrar-I-Sharief.
BOQ
| Sl. No. | Item Description |
| 1 | Protection Work(R Wall) |
| 2 | Engagement of JCB for removal of slips,widening of road, cutting/removal of trees, easing of steep grade including disposal of the same as directed, complete Job. |
| 3 | 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. 2.6.1 All kinds of soil : |
| 4 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work . Complete job. |
| 5 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and Fixing of PVC pipes of 75mm dia for weep holes incl. loading , unloading all carriages complete. |
| 8 | Centering and shuttering including 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. |
| 9 | Supplying and filling of nallah booulders/filter media behind B/Wall incl cost , carriage complete job as directed by EIC.. |
| 10 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 11 | Stone Aggregate below 40 mm for an avg. lead 30 Km from approved source |
| 12 | Sand Aggregate for an avg. lead 25 Km from approved source |
| 13 | Construction of Tile Path |
| 14 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 15 | Providing and Laying of RCC Pipes in proper position/grade including cutting of road surface upto required depth and refilling of same providing requiste cushion including carriage of all materials and pipes upto site of work complete job. 24\\" Dia |
| 16 | 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) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 18 | 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) |
| 19 | 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. |
| 20 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 21 | 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) |
| 22 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 23 | Carriage by manual labour(Head load) for sand stone aggregate below 40mm nominalsize for a lead of 100 m. |
| 24 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 25 | Stone Aggregate below 40 mm for an avg. lead 30 Km from approved source |
| 26 | Sand Aggregate for an avg. lead 25 Km fromapproved source |
| 27 | Construction of Road |
| 28 | Providing and laying of GSB filling having aggregate size not exceeding 90mm granular sub base material to specified lines, grades cross sections, watering and compacting with (80-100) K.N road roller all inclusive leads, lifts,loading, unloading with all carriages complete job. |
| 29 | Supplying, stacking, spreading, laying and compacting of graded stone aggregate (Quarry) of size range 63-45mm with stone screening/chippings 13.2mm size nominal size type A, stone dust moorum (Khakh Bajri) as per standard specifications to WBM specifications in uniform thickness incl. rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. incl. all carriages involved, etc. as per directions of EIC. Complete job |
| 30 | 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 |
| 31 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm |
| 32 | 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 33 | 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. |
| 34 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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