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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | -22.86% | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹7.0 L (1.75%)Admitted-Finance | -21.51% | ₹4.1 Cr+₹7.0 L (1.75%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹8.4 L (2.11%)Admitted-Finance | -21.23% | ₹4.1 Cr+₹8.4 L (2.11%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 Cr+₹9.1 L (2.27%)Admitted-Finance | -21.11% | ₹4.1 Cr+₹9.1 L (2.27%) | L4 | Admitted-Finance |
| 5 | L5₹4.1 Cr+₹9.3 L (2.32%)Admitted-Finance | -21.07% | ₹4.1 Cr+₹9.3 L (2.32%) | L5 | Admitted-Finance |
Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
20 Aug 2026, 6:00 pmClosed
ACE Zone I Jaipur
ACE Zone I Jaipur
As per NIT
2026_CEPWD_590575_5
NIT 05 Year 2025-26
Open Tender
Civil Works
Percentage
Jhunjhunu
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
As per NIT
₹10.4 L
Yes
17 Sept 2026
19 Aug 2026
21 Aug 2026
19 Aug 2026
20 Aug 2026
19 Aug 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 | 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 | - | - | - | - |
| - | xzke clkok esa vVy iFk clkok eSu LVs.M ls jkepUnz Hkk[kfj;k ds [ksr rd ok;k eSu pkSd vVy lsok dsUnz jkedqekj th dqekor ds ?kj rd | 0.8 | P.Hect. | 10,374 | ₹8,299.2 |
| - | xzke fpjkuk esa vVy iFk fpjkuk ls xqtZjksa dk <kdyk | 1.26 | P.Hect. | 10,374 | ₹13,071.24 |
| - | xzke cM+oklh esa vVy iFk ,eMhvkj 312 ls ehyksa dk ckl cM+oklh | 0.28 | P.Hect. | 10,374 | ₹2,904.72 |
| - | 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 | - | - | - | - |
| - | xzke clkok esa vVy iFk clkok eSu LVs.M ls jkepUnz Hkk[kfj;k ds [ksr rd ok;k eSu pkSd vVy lsok dsUnz jkedqekj th dqekor ds ?kj rd | 990 | Cum | 25 | ₹24,750 |
| - | xzke fpjkuk esa vVy iFk fpjkuk ls xqtZjksa dk <kdyk | 1,590 | Cum | 25 | ₹39,750 |
| - | xzke cM+oklh esa vVy iFk ,eMhvkj 312 ls ehyksa dk ckl cM+oklh | 2,306.25 | Cum | 25 | ₹57,656.25 |
| - | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | - | - | - | - |
| - | xzke clkok esa vVy iFk clkok eSu LVs.M ls jkepUnz Hkk[kfj;k ds [ksr rd ok;k eSu pkSd vVy lsok dsUnz jkedqekj th dqekor ds ?kj rd | 990 | Cum | 33 | ₹32,670 |
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