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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | -27.11% | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.8 CrAdmitted-Finance | -27.11% | ₹3.8 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.9 Cr+₹10.9 L (2.89%)Admitted-Finance | -25.00% | ₹3.9 Cr+₹10.9 L (2.89%) | L2 | Admitted-Finance |
| 4 | L3₹4.0 Cr+₹19.9 L (5.30%)Admitted-Finance | -23.25% | ₹4.0 Cr+₹19.9 L (5.30%) | L3 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
3 Mar 2025, 4:00 pmClosed
Executive Engineer RnB Division Kulgam
Executive Engineer RnB Division Kulgam
Construction of Ziyarath Sharief Hazrat Noor Shah Wali Baghdad (R.A) at Waltengoo Kund Kulgam
2025_PWDJK_272237_1
103/2024-25/RnB/Kul/9400-10 Dtd 10-02-2025
Open Tender
Civil Works
Percentage
540 days
Kulgam
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,500
MH 0059 (Executive Engineer RnB Division Kuglam
₹12.2 L
Superintending Engineer RnB Circle Kulgam
11 Mar 2025
10 Feb 2025
4 Mar 2025
10 Feb 2025
3 Mar 2025
10 Feb 2025
13 Feb 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 |
|---|---|---|---|---|---|
| 1 | Main Building | - | - | - | - |
| 2 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In Cement Motar | 1 | cum | 1 | ₹1 |
| 3 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. | - | Sqm | 1 | - |
| 4 | Taking out of available Stone Dust from trenches, plinth, sides of foundations etc. including dumping within a lead of 50 m. | - | cum | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | cum | 1 | - |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | 1 | cum | - | - |
| 7 | Providing,Laying, spreading and compacting stone soling of specified sizes in uniform thickness, hand picking, rolling watering and compactingIncluding all carriagesat an average lead of 10 kms and lifts upto the site of work complete job | - | cum | - | - |
| 8 | Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:4:8 (1cement: 4 coarse sand : 8 graded stone aggregate (40mm nominal size) | 1 | cum | 1 | ₹1 |
| 9 | Providing And Filling Stone Dust in trenches, Plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming watering and hand rolling including all carriages whatsoever involved upto site of work at an average lead 10KM | 1 | cum | 1 | ₹1 |
| 10 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. | - | Sqm | 1 | - |
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