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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Fee/PreQual/Technical/Finance | -11.81% | ₹1.8 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.9 Cr+₹9.2 L (5.20%)Admitted-Fee/PreQual/Technical/Finance | -7.22% | ₹1.9 Cr+₹9.2 L (5.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.9 Cr+₹13.4 L (7.60%)Admitted-Fee/PreQual/Technical/Finance R O CHECKPORA CHADOORA BUDGAM | BUDGAM | JAMMU AND KASHMIR | 190007 | -5.11% | ₹1.9 Cr+₹13.4 L (7.60%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹2 Cr
EMD Value
₹4 L
Closing Date
15 Sept 2026, 4:00 pmClosed
Executive Engineer RnB Division Budgam
Engineering complex Budgam
Upgradation and Improvements of Inner Links Roads of Wahabpora village.
2026_PWDJK_323385_1
NIT_No_74_DB_2026-27
Open Tender
Civil Works
Percentage
30 days
Wahabpora Budgam
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,600
Executive Engineer RnB Division Budgam
₹4 L
16 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 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 |
|---|---|---|---|---|---|
| 1 | Engagement of JCB for site clearance, clearance of malba, removing of vegetation and unwanted materials etc. | 70 | Hrs | 1,200 | ₹84,000 |
| 2 | Providing and laying GSB including leveling, watering an consolidation with power road roller of 8 to 12 tonne capacity to required gradient and camber, all carriage complete. | 332.88 | Cum | 1,000 | ₹3,32,880 |
| 3 | Providing and laying Nallah Muck as GSB including leveling, watering an consolidation with power road roller of 8 to 12 tonne capacity to required gradient and camber, all carriage complete. (Berm Filling) | 781.8 | Cum | 850 | ₹6,64,530 |
| 4 | Providing, laying, spreading and compacting stone aggregate of specified sizes to WBM 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. | 293.18 | Cum | 2,650 | ₹7,76,927 |
| 5 | Providing/Laying, Spreading and Compacting graded stone aggregate size (43 mm - 0.075 mm) to wet mix Macdam (WMM) specification including premixing the material with water at OMC in metallic mix plant, carriage of mixed material by tipper to site for avg. lead of 40 km, laying in uniform layers with mechanical paver finisher in subgrade/base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired density complete as per the specifications and as per specifications of engineer in charge. | 1,188.29 | Cum | 1,885.95 | ₹22,41,055.53 |
| 6 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 1,825 | Cum | 5.55 | ₹10,128.75 |
| 7Providing and applying tack coat on W.B.M. @0.74 Kg/sqm 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. | |||||
| 7.01 | On WMM | 15,843.92 | Sqm | 74.35 | ₹11,77,995.45 |
| 7.02 | On BT | 1,825 | Sqm | 55.2 | ₹1,00,740 |
| 8 | Providing and applying 50 mm thick Bituminous Macadam base course with stone aggregate of quantity size and grading as specified in CPWD specifications and straight run bitumen of 80/100 @3.5 % by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density including Cost and carriage of all materials involved upto site of work complete, tools, plants, equipments and all allied machinery, labour taxes, fee, testing charges for maintaining quality control during and after execution of work complete in all respects including cost and carriage of bitumen. | 883.45 | Cum | 8,590.95 | ₹75,89,674.78 |
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