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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.3 CrAdmitted-Finance | -18.89% | ₹43.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹46.5 Cr+₹3.2 Cr (7.27%)Admitted-Finance | -12.99% | ₹46.5 Cr+₹3.2 Cr (7.27%) | L2 | Admitted-Finance |
| 3 | L3₹47.3 Cr+₹4.0 Cr (9.19%)Admitted-Finance | -11.44% | ₹47.3 Cr+₹4.0 Cr (9.19%) | L3 | Admitted-Finance |
| 4 | L4₹47.5 Cr+₹4.2 Cr (9.59%)Admitted-Finance KUSHAL BAG RAJ RAJESHWARI COLONY BANSWARA 327001 RAJASTHAN | BANSWARA | BANSWARA | RAJASTHAN | 327001 | -11.11% | ₹47.5 Cr+₹4.2 Cr (9.59%) | L4 | Admitted-Finance |
| 5 | L5₹47.6 Cr+₹4.3 Cr (9.89%)Admitted-Finance | -10.87% | ₹47.6 Cr+₹4.3 Cr (9.89%) | L5 | Admitted-Finance |
Tender Value
₹53.4 Cr
EMD Value
₹1.1 Cr
Closing Date
6 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-II
UDA Office Udaipur
Widening and Construction of 4-Lane High Leval Bridge in Place of Existing 2-Lane Bridge Across Ayad River and 2-Lane RUB as 4-Lane RUB Below SH 32 on The Balicha Pratap Nagar 4-Lane Bypass. 1401
2026_UITUD_560813_1
NIT_14_01
Open Tender
Civil Works
Percentage
540 days
Udaipur
Please Refer Tender Document
3 documents required · 3 mandatory
₹5,900
Refer Tender Document
₹1.1 Cr
Yes
UDA Office Udaipur
18 Sept 2026
20 May 2026
7 Jul 2026
20 May 2026
6 Jul 2026
20 May 2026
16 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 |
|---|---|---|---|---|---|
| 1 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth for 5kms | 20,304.15 | Cum | 254.76 | ₹51,72,685.25 |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. In area of Light jungle. | 2.45 | Hact | 61,600 | ₹1,50,920 |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 65.6 | Cum | 393.5 | ₹25,813.6 |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Prestressed / Reinforced cement concrete with separating, cleaning, straightening and cutting of bars | 1,383.09 | Cum | 1,692 | ₹23,40,188.28 |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Rubble stone masonry in cement mortar. | 1,411.5 | Cum | 386 | ₹5,44,839 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous Course | 523.65 | Cum | 445 | ₹2,33,024.25 |
| 7 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Granular Course | 459.9 | Cum | 310 | ₹1,42,569 |
| 8 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | 4,125 | Cum | 235.5 | ₹9,71,437.5 |
| 9 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | 1,375 | Cum | 178.5 | ₹2,45,437.5 |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted in layers not exceeding 200mm thickness at OMC, with vibratory roller of 80 100 KN static weight or more to attain a density 97% maximum dry density to meet requirement of table No. 300-2 as per MoRT&H specification clause 305. (Lead taken upto 5 km) | 1,375 | Cum | 205.5 | ₹2,82,562.5 |
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