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Tender Value
₹46.7 L
EMD Value
₹93,400
Closing Date
24 Jun 2026, 6:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
EE, PHLC Project Division-I, Banswara
Construction of Mahadev Vala Naka MST
2026_WRDAS_566529_5
E-NIT 02 of 2026-27 PHLC
Open Tender
Civil Works
180 days
Village Dolkanai Kushalgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE, PHLC Project Division-I
₹93,400
Yes
17 Jun 2026
17 Jun 2026
25 Jun 2026
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24 Jun 2026
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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 | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation including loading, unloading disposal and dressing of excavated earth within initial lead of 50 m. and lift up to 1.5 m. in dry or moist.including dressing of excavated area with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect . | ||||||
| 1.1 | Hard soil mixed with kankar/ boulder,morrum | 1,396.28 | CUM | 118 | ₹1,64,761.04 | 2 |
| 2Excavation including loading, unloading disposal and dressing of excavated rock within initial lead of 50 m. and lift up to 1.5 m. in dry or moist.including dressing of excavated area with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect . | ||||||
| 2.1 | Soft / Disintegrated rock | 1,396.28 | CUM | 161 | ₹2,24,801.08 | 4 |
| 2.2 | Hard rock not requiring blasting | 598.41 | CUM | 241 | ₹1,44,216.81 | 5 |
| 2.3 | Phylite & other hard rock requiring nominal blasting | 598.41 | CUM | - | - | 6 |
| 3 | Earth work in rough (Borrow area) excavation for embankment in hard soil Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sortin gof grass, pebbles etc. and dressing when compacted b y sheep foot roller/ pneumatic tyred roller to obtain dry density of at least 98% of standard proctors density with lift of 1.5m (excluding charges for compaction and including watering), including loading and unloading wherever required complete in all respect. lead up to 5km | 7,878.97 | CUM | 216.25 | ₹17,03,827.26 | 7 |
| 4 | Watering of earth including cost of carriage of water when source is with in 250m but up to 1.0 km | 7,878.97 | CUM | 12.6 | ₹99,275.02 | 8 |
| 5 | Compaction of earth or highly weathered strata. By mechanically opetated vibro compactor (density 98% of Proctor) | 7,878.97 | CUM | 42 | ₹3,30,916.74 | 9 |
| 6 | Lip cutting and final dressing as per designed section includinfg re-handling and disposal of excavated earth in 20 cm on embankment etc with cost of dewatering wherever requered and complete in all respect. | 981.85 | SQM | - | - | 10 |
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