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Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
11 Jun 2026, 5:00 pmClosed
Superintending Engineer , Water resources Circle,
Superintending Engineer Water resources Circle Kishore Baagh Mandore Jodhpur
Construction of two anicut in middle of Bol river GP KhirjaTibna PS Shekhala District Jodhpur
2026_WRDAS_561404_1
2664
Open Tender
Civil Works
Percentage
365 days
Jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Executive Engineer Water Resources Division Jod
₹8.2 L
Yes
Superintending Engineer Water resources Circle Jod
7 Jul 2026
21 May 2026
12 Jun 2026
21 May 2026
11 Jun 2026
21 May 2026
21 May 2026 - 11 Jun 2026
29 May 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 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.. (a) thick | 26,100 | SQM | 2.5 | ₹65,250 |
| 2 | Dag belling( Over 10 cm to 15 cm deep) | 3,685.05 | RM | 1.61 | ₹5,932.93 |
| 3 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. with lead beyond 1750 m and up to 2250 m(for avg lead 2 km ) | 2,147.88 | Cum | 163.75 | ₹3,51,715.35 |
| 4 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 2750 m and up to 3250 m (for avg lead 3 km) | 1,455.79 | Cum | 181.25 | ₹2,63,861.94 |
| 5 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 750 m and up to 1250 m (for average lead 1 Km) | 47,791.9 | Cum | 146.25 | ₹69,89,565.38 |
| 6 | Compaction of earth or highly weathered strata.by Mechanical equipment such as sheep foot roller/pneumatic tyred roller/vibro compactor /vibra sheep foot compactor required as per site condition to obtain dry density of. (ii) at least 98% of standard Proctor's density | 55,394.8 | Cum | 42 | ₹23,26,581.6 |
| 7 | Watering of earth including cost of carriage of water when source of water is up to 2 Km | 55,394.8 | Cum | 17.6 | ₹9,74,948.48 |
| 8 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect Soft/loose soil | 3,826.21 | Cum | 92 | ₹3,52,011.32 |
| 9 | Excavation including Loading Unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist Including dressing of excavated area, de-watering wherever required complete in all respect Soft/ Disintegrated rock | 927.71 | Cum | 161 | ₹1,49,361.31 |
| 10 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect .Earth/Soil | 263.52 | Cum | 88 | ₹23,189.76 |
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