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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.4 LAccepted-Finance | ₹18.4 L | 1 | Accepted-Finance L-1 |
| 2 | 2₹23.1 LRejected-Finance | ₹23.1 L | 2 | Rejected-Finance L-2 |
| 3 | 3₹27.9 LRejected-Finance | ₹27.9 L | 3 | Rejected-Finance L-3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive as per attached document |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive as per attached document |
Tender Value
₹30.0 L
EMD Value
₹59,980
Closing Date
1 Jun 2026, 6:00 pmClosed
EE WR Division Jaipur
office of Executive Engineer Water resources Division Jaipur
Renovation of RaniSagar Dam Lasadiya Teh. Phagi, Dist.Jaipur
2026_WRDAS_561008_3
EE/03/2026-27
Open Tender
Civil Works
180 days
Phagi
as per NIT
3 documents required · 3 mandatory
₹1,000
As per NIT
₹59,980
Yes
3 Jul 2026
20 May 2026
2 Jun 2026
21 May 2026
1 Jun 2026
21 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. Thick | 30,000 | sqm | 2.5 | ₹75,000 |
| 2 | 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 95% 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 250 m and up to 750 m (½ Km) 17(a) Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95% | 12,169.5 | cum | 127.5 | ₹15,51,611.25 |
| 3 | Add extra for each subsequent lead of 500 m or part there of beyond ½Km and up to 5 km(lead 500m) | 12,169.5 | cum | 8.75 | ₹1,06,483.13 |
| 4 | Watering of earth including cost of carriage of water when source of water is up to 1 Km for per cum | 12,169.5 | Cum | 12.6 | ₹1,53,335.7 |
| 5 | Compaction of earth or highly weathered strata 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.(ii) at least 95% of Standard Proctor's density | 12,169.5 | Cum | 39 | ₹4,74,610.5 |
| 6 | Suppying and Laying Quarry spalls properly graded but not more than 10 cm in Size With Spreading in required profile including all lead and lift. | 702 | Cum | 815 | ₹5,72,130 |
| 7 | Making standard type cement gauge including engraving letters and painting including scaffolding etc. | 1.82 | RM | 550 | ₹1,001 |
| 8 | Painting standard type gauge with black, red and white un-washable paints including cost of material | 1.82 | RM | 210 | ₹382.2 |
| 9 | Providing and laying cement concrete coping in (1:2:4) with maximumsize of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete inall respect in thickness of : 75mm. | 45 | sqm | 480 | ₹21,600 |
| 10 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness : 20mm | 135 | sqm | 314 | ₹42,390 |
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