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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | -17.97% | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹57.4 L (14.2%)Admitted-Finance | -6.33% | ₹4.6 Cr+₹57.4 L (14.2%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹4.9 Cr
EMD Value
₹9.9 L
Closing Date
15 Apr 2026, 4:00 pmClosed
Engineer RnB Division Kangan
Engineer RnB Division Kangan
Macadamization of Main Parking Area at Baltal
2026_PWDJK_306852_1
ENIT 77
Open Tender
Civil Works
Percentage
50 days
kangan
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,500
Engineer RnB Division Kangan
₹9.9 L
superintending engineer PW RnB circle Ganderbal
15 May 2026
27 Mar 2026
16 Apr 2026
27 Mar 2026
15 Apr 2026
27 Mar 2026
3 Apr 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 |
|---|---|---|---|---|---|
| 1Providing, Laying ,Spreading & Compacting graded Crushed stone aggregate /Tunnel Muck(size range 53mm to75mm)t, carriage of mixed material by Mechnical means at site with all leads and lifts, Laying in Surface and Compacting with Vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per technical specification of clause 406 of MORTH Specifications (75mm compacted thickness) | |||||
| 2Supplying , stacking and Laying at site WBM GII stone aggregate of size 63 mm to 45 mm, Stone screening of size 13.2 mm nominal size (Type A) specifications in uniform thickness, 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 coarse aggregate, watering and compacting to the required density. | |||||
| 3Providing, 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. | |||||
| 4Providing 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. On W.B.M. surface using Tar @ 0.75 Kg/sqm. | |||||
| 5Providing and laying 50mm 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. | |||||
| 6Providing and laying 25mm thick 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. | |||||
| 7Providing and laying 6mm 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 all complete. | |||||
| 8Engagement of JCB for levelling of surface including Driver, fuels and Pol etc all complete at site complete as per the directions of Incharge Engineer. | |||||
| 9Providing & Laying RCC Pipes of different dia's in proper position incl excavation of trenches, ramming of bottom,dressing of sides providing required cushion over the pipes incl loading, unloading & carriage (70Kms) from source to site of work complete. 36 " Dia | |||||
| 10Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | |||||
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