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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹7.5 L+₹88,600.24 (13.4%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical correction in affadavit |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
20 Feb 2026, 4:00 pmClosed
Executive Engineer PWD RandB Divisin Thanamandi
Executive Engineer PWD RandB Divisin Thanamandi
Construction of road from Dispensary to Baba Dhair Zairat Pyt. Ujhan A Ward no 03 Block Darhal
2026_PWDJK_303135_1
NIT No 106 of 2025 26 Dated 13 02 2026
Open Tender
Civil Works
Percentage
60 days
Thanamandi
Construction of road from Dispensary to Baba Dhair Zairat Pyt. Ujhan A Ward no 03 Block Darhal
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Divisin Thanamandi
₹20,000
6 Mar 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 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 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: All kinds of soil | 47.52 | Cum | 256.85 | ₹12,205.51 |
| 2 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) | 4.05 | Cum | 4,826.5 | ₹19,547.33 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 18 | Cum | 5,733.6 | ₹1,03,204.8 |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth: e. Without bond stone | 7.39 | Cum | 2,793.8 | ₹20,646.18 |
| 5 | Stone filling hand packed in horizontal on level including cost of stones. | 4.72 | Cum | 937.9 | ₹4,426.89 |
| 6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 12.6 | sqm | 416.5 | ₹5,247.9 |
| 7Centering and Shuttering | |||||
| 7.1 | Foundations, footings, bases of columns | 64.05 | Sqm | 286.35 | ₹18,340.72 |
| 7.2 | Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc | 5.85 | Sqm | 628.95 | ₹3,679.36 |
| 8 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters | 1,750 | Sqm | 153 | ₹2,67,750 |
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