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Tender Value
₹29.7 L
EMD Value
₹59,360
Closing Date
8 Aug 2026, 4:00 pmClosed
EE PW(RnB) Div Sankoo
EE PW(RnB) Div Sankoo
Complection balance work of Link road Youkma Hamri Imambara Thasgam ( Youkma Brakoo limb A and B) Under Distt.Plan
2026_PWD_19261_1
E-Tender 06 PW(RnB) Div Sankoo 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Thasgam sankoo
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
EE PW(RnB) Div Sankoo
₹59,360
6 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
8 Aug 2026
27 Jul 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic Excavator) over areas exceeding 30cm and up to 1.50Mtr in depth 1.5 mtr in width as well as 10 sqm on plan)Including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in: | |||||
| 1.01 | All kinds of soil @80% | 40.32 | cum | 202.78 | ₹8,176.09 |
| 1.02 | Soft Rock @20% | 10.08 | cum | 373.49 | ₹3,764.78 |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All Kinds of Soil @80% | 149.7 | cum | 270.56 | ₹40,502.83 |
| 2.02 | Soft Rock @20% | 37.43 | cum | 490.82 | ₹18,371.39 |
| 3 | Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) | 107.03 | Cum | 5,575.14 | ₹5,96,707.23 |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone. | 7,135 | Cum | 3,952.21 | ₹2,81,99,018.35 |
| 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. | 190.02 | cum | 214.44 | ₹40,747.89 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical
transport upto a lead of 5km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.
complete. | 446.98 | cum | 669.6 | ₹2,99,297.81 |
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