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Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
8 Jun 2026, 4:00 pm3d left
Executive Engineer PMGSY Division Doda
Office of the Executive Engineer PMGSY Division Doda
As per NIT/BOQ
2026_JKRRD_148124_1
E NIT 08 of 2026-27 PMGSY/D/1449-60 Dated 02/06/2026
Open Tender
Civil Works - Roads
45 days
Office of the Executive Engineer PMGSY Division Do
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer PMGSY Division Doda
₹16,000
2 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 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) 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: | |||||
| 1.1 | All kinds of soil | 1 | Cum | - | - |
| 1.2 | Ordinary Rock. | - | Cum | - | - |
| 2Providing 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: | |||||
| 2.1 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 2.2 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 3 | Dumping stone including cost of stones. in Horizontal on level. | - | Cum | 1 | - |
| 4Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | |||||
| 5 | RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah | 1 | Cum | 1 | ₹1 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) | 1 | Cum | - | - |
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