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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 CrAdmitted-Finance | -26.79% | ₹7.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.2 Cr+₹4.1 L (0.57%)Admitted-Finance | -26.31% | ₹7.2 Cr+₹4.1 L (0.57%) | L2 | Admitted-Finance |
| 3 | L3₹7.3 Cr+₹10.5 L (1.46%)Admitted-Finance | -25.57% | ₹7.3 Cr+₹10.5 L (1.46%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.5 Cr
EMD Value
₹19.0 L
Closing Date
28 Aug 2025, 4:00 pmClosed
Executive Engineer
RnB Division Baramulla
Upgradation of Chanpora Dungdara Uthoora road
2025_PWDJK_283645_1
27/4050-59/2025-26/RnB/Bla Dated 07.08.2025
Open Tender
Civil Works
Percentage
365 days
Baramulla
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,500
Executive Engineer RnB Division Baramulla MH-0059
₹19.0 L
Office of the Chief Engineer
15 Sept 2025
8 Aug 2025
29 Aug 2025
8 Aug 2025
28 Aug 2025
16 Aug 2025
14 Aug 2025
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 |
|---|---|---|---|---|---|
| 1Earth 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, incld. cutting of trees,removal of tree stumps and dewatering of trenches during execution of work.. | |||||
| 2Supply,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 and compacting with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. | |||||
| 3PAVEMENTS: Preparation of Sub-Base/ Base Surface course with GSB/ Nallah muck including spreading in uniform layers manually on prepared surface and compacting with Power Road Roller to achieve the desired density complete as per technical specification including cost & carriage of materials complete | |||||
| 4 | Supply 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). | - | Cum | 1 | - |
| 5Providing, 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, incld all carriages from source upto the site of work complete job | |||||
| 6 | 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 and preparing the existing road surface as per specifications. including all carriages, On W.B.M. @ 0.75 Kg/sqm. | 1 | sqm | 1 | ₹1 |
| 7Providing 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-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 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. including all carriages. | |||||
| 8 | 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. including all carriages | 1 | sqm | - | - |
| 9Providing and laying 6 mm thick 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 Rollar all complete. including all carriages | |||||
| 10 | X- 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 | 1 | RM | - | - |
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