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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance HAFIZ LANE AL FAROOQ COLONY AHMAD NAGAR SRINAGAR J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
6 Apr 2026, 4:00 pmClosed
Executive Engineer
RnB Division Baramulla
construction / Upgradation of inner links of walraman
2026_PWDJK_306845_2
157/13026-35/2025-26/RnB/Bla Dated 25.03.2026
Open Tender
Civil Works
Percentage
548 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,500
Executive Engineer RnB Division Baramulla MH-0059
₹4.6 L
7 Apr 2026
27 Mar 2026
7 Apr 2026
27 Mar 2026
6 Apr 2026
28 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork: 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. | |||||
| 2Pavement:Supply,filling and spreading of Nallah muck/GSB mixed with sand and boulders incld preparation of surface to specified lines,grades and cross sections incld binding material ( Baramulla khak Bajree) incld watering, compacting and consolidation with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. | |||||
| 3Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A) moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm compacted ) ,hand picking ,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 course aggregrate ,watering and campacting to the required density incld all carriages and costs from approved source to site of work complete (crushed from Broken Quarry). | |||||
| 4Providing, 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 & lifis, laying in uniform layers with mechanical payer finisher in sub- base / base course on well prepared surfnce 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 incld carriage of material from source to site of work complete, | |||||
| 5 | Providing and applying tack coat using hot straight run bitumen of grade VG-10 incld heating the bitumen ,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler ,cleaning and preparing the existing road surface as per specification on W.B.M./W.M.M. @ 0.75 kg/Sqm incld carriage of material from source to site of work | - | Sqm | 1 | - |
| 6Providing 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 50-100 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 0f 60-90 TPH capacity incld.all carriages complete | |||||
| 7Providing 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 fitter @ 2%(percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity incld carriage complete. | |||||
| 8Providing and laying 6 mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve} with bitumen using 1 28 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 roller all complete incld carriage. | |||||
| 9Supply,filling and spreading of Khak Bajree/ River Bed material (RBM) mixed with sand and boulders behind R-Walls incld preparation of surface to specified lines,grades and cross sections incld watering, compacting and consolidation with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. | |||||
| 10X-Drainage: Providing & laying of RCC spun pipes in position including earth work in excavation laying of pipes in position, testing jointing & re-filling of excavated materials, providing sufficient cushions over pipes including loading, unloading, & all carriages upto site of work complete. 12'' dia | |||||
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