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Tender Value
₹85.0 L
EMD Value
₹1.7 L
Closing Date
9 Jun 2026, 5:00 pm4d left
EE WR Division Jalore
EE WR Division Jalore
Flood Protection Work at Danta PS Sarnau District Jalore
2026_WRDAS_563197_1
EEWRDivisionJaloreNIT03
Open Tender
Civil Works
365 days
Danta PS Sarnau
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE WR Division Jalore
₹1.7 L
Yes
29 May 2026
29 May 2026
10 Jun 2026
29 May 2026
9 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, Juliflora 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.(b) thick Dag belling | 11,723.4 | SQM | 2.5 | ₹29,308.5 |
| 2 | Over 7.5 cm to 10 cm deep | 1,503 | RM | 1.2 | ₹1,803.6 |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect
(a) soft /loose | 686.61 | CUM | 92 | ₹63,168.12 |
| 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 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.(a)with initial lead of 250 m.17(a) Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95% | 18,566.22 | CUM | 118 | ₹21,90,813.96 |
| 5 | By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (i) at least 95% of Standard Proctor's density | 19,252.83 | CUM | 39 | ₹7,50,860.37 |
| 6 | Watering of earth including cost of carriage of water when source of water is (a) up to 1 km | 19,252.83 | CUM | 12.6 | ₹2,42,585.66 |
| 7 | Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface | 405.81 | CUM | 1,187 | ₹4,81,696.47 |
| 8 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts
23 cm thickness (± 5 % thickness tolerance) | 934.91 | CUM | 1,644 | ₹15,36,992.04 |
| 9 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts | 1,557.61 | CUM | 753 | ₹11,72,880.33 |
| 10 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;40mm | 105.3 | CUM | 4,770 | ₹5,02,281 |
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