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| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Fee not submitted |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
8 Aug 2026, 6:00 pmClosed
OFFICE OF THE E.E. P.W.D. DISTT. DN. II UDAIPUR
OFFICE OF THE E.E. P.W.D. DISTT. DN. II UDAIPUR
CONSTRUCTION OF DMFT WORK BT ROAD FROM VAGAD TO RATHORON KA GUDA KM 0/0 TO 2/0 (UNDER RISK AND COST)
2026_CEPWD_578086_2
NIT No 08/2026-27 EE PWD DISTT DN II UDAIPUR
Open Tender
Civil Works
Percentage
180 days
UDAIPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
1000 EE PWD DISTT DN II UDAIPUR 2000 MDRISL JAIPUR
₹2.6 L
Yes
21 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
8 Aug 2026
27 Jul 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 |
|---|---|---|---|---|---|
| 1Clearing and Grubbing Road Land .(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 be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means. In area of light jungle | |||||
| 1.01 | VAGAD TO RATHORON KA GUDA KM 0/0 - 2/00 | 0.46 | P.Hect | 16,822 | ₹7,654.01 |
| 2Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m) | |||||
| 2.01 | VAGAD TO RATHORON KA GUDA KM 0/0 - 2/00 | 4,374.04 | P.Cum | 46 | ₹2,01,205.84 |
| 3Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | |||||
| 3.01 | VAGAD TO RATHORON KA GUDA KM 0/0 - 2/00 | 1,249.72 | P.Cum | 61 | ₹76,232.92 |
| 4Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) | |||||
| 4.01 | VAGAD TO RATHORON KA GUDA KM 0/0 - 2/00 | 624.86 | P.Cum | 67 | ₹41,865.62 |
| 5Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | |||||
| 5.01 | VAGAD TO RATHORON KA GUDA KM 0/0 - 2/00 | 6,115.48 | P.Cum | 75 | ₹4,58,661 |
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