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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.5 CrAdmitted-Finance | -27.27% | ₹15.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.0 Cr+₹45.2 L (2.91%)Admitted-Finance 23 SUB CITY CENTER NEAR GRAMIN HAATH BAZAR UDAIPUR 313011 | UDAIPUR | UDAIPUR | RAJASTHAN | 313011 | -25.15% | ₹16.0 Cr+₹45.2 L (2.91%) | L2 | Admitted-Finance |
| 3 | L3₹16.4 Cr+₹86.0 L (5.54%)Admitted-Finance | -23.24% | ₹16.4 Cr+₹86.0 L (5.54%) | L3 | Admitted-Finance |
| 4 | L4₹16.4 Cr+₹90.0 L (5.80%)Admitted-Finance | -23.05% | ₹16.4 Cr+₹90.0 L (5.80%) | L4 | Admitted-Finance |
| 5 | L5₹17.4 Cr+₹1.8 Cr (11.9%)Admitted-Finance | -18.61% | ₹17.4 Cr+₹1.8 Cr (11.9%) | L5 | Admitted-Finance |
Tender Value
₹21.3 Cr
EMD Value
₹42.7 L
Closing Date
10 Mar 2026, 6:00 pmClosed
Office of the ACEPWD Zone IUdaipur
Office of the ACEPWD Zone IUdaipur
Strengthening and Widening of Salumber to Aggad Road Distt Salumber
2026_CEPWD_539130_1
NIT No 21-2025-26 ACE PWD Zone I Udaipur
Open Tender
Civil Works
Percentage
365 days
Salumber
As per Bid
3 documents required · 3 mandatory
₹5,000
E grass Challan EE PWD Dn Salumber
₹42.7 L
Yes
Office of the ACEPWD Zone I Udaipur
17 Mar 2026
16 Feb 2026
12 Mar 2026
16 Feb 2026
10 Mar 2026
16 Feb 2026
16 Feb 2026 - 26 Feb 2026
26 Feb 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 |
|---|---|---|---|---|---|
| 1Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | |||||
| 1.01 | PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0 | 2 | Each | 10,605 | ₹21,210 |
| 1.02 | PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0 | 2 | Each | 10,605 | ₹21,210 |
| 2Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle | |||||
| 2.01 | PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0 | 3.24 | P.Hect | 12,513 | ₹40,542.12 |
| 2.02 | PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0 | 4.4 | P.Hect | 12,513 | ₹55,057.2 |
| 3Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | |||||
| 3.01 | PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0 | 33,750 | P.Sqm | 15 | ₹5,06,250 |
| 3.02 | PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0 | 41,250 | P.Sqm | 15 | ₹6,18,750 |
| 4Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | |||||
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