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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹34.3 L+₹1.1 L (3.29%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Rejected | ||
| 4 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
25 Sept 2026, 4:00 pmClosed
Executive Engineer PWD RandB DIVISION THANAMANDI
Executive Engineer PWD RandB DIVISION THANAMANDI
Permanent Restoration of Road from Shahdra Sharief to Kunda
2026_PWDJK_324938_1
NIT No 50 of 2026 27 Dated 16 09 2026
Open Tender
Civil Works
Percentage
60 days
Thanamandi
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB DIVISION THANAMANDI
₹70,000
16 Oct 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
25 Sept 2026
16 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 | 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 AKS 90% and OR 10% | 2,137 | Cum | 207.85 | ₹4,44,175.45 |
| 2 | 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. | 309.6 | Cum | 218.4 | ₹67,616.64 |
| 3Supplying and stacking at site | |||||
| 3.1 | Graded crushed stone aggregate of size 63 mm to 45 mm | 144.5 | Cum | 1,204.15 | ₹1,73,999.68 |
| 3.2 | 53 mm to 22.4 mm | 293.29 | Cum | 1,204.15 | ₹3,53,165.15 |
| 3.3 | Stone screening of size 13.2 &11.2mm nominal size | 66.54 | Cum | 1,204.15 | ₹80,124.14 |
| 3.4 | supplying and stacking at site Good Earth | 11.56 | Cum | 281.3 | ₹3,251.83 |
| 4 | 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 :63mm | 144.5 | cum | 768.15 | ₹1,10,997.68 |
| 5 | 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 :53mm | 293.29 | cum | 768.15 | ₹2,25,290.71 |
| 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.On W.B.M. @ 0.75 Kg/sqm. | 3,910.5 | sqm | 74.35 | ₹2,90,745.68 |
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