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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Finance | -25.00% | ₹5.6 L | L1 | Admitted-Finance |
| 2 | L2₹6.0 L+₹45,840.74 (8.20%)Admitted-Finance | -18.85% | ₹6.0 L+₹45,840.74 (8.20%) | L2 | Admitted-Finance |
| 3 | L3₹6.5 L+₹89,296.27 (16.0%)Admitted-Finance | -13.02% | ₹6.5 L+₹89,296.27 (16.0%) | L3 | Admitted-Finance |
Tender Value
₹7.5 L
EMD Value
₹14,900
Closing Date
8 Jun 2026, 6:00 pmClosed
Executive Engineer PWD DN-Pali
PWD OFFICE PALI
Construction of Gravel Road Girvar to Aambli Mamaji Mandir Side under MLA LAD
2026_CEPWD_561355_8
PWD-PALI-NIT07-2026-27
Open Tender
Construction Works
Percentage
90 days
PALI
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Executive Engineer PWD DN-Pali and MD,RISL,Jaipur
₹14,900
Yes
12 Jun 2026
22 May 2026
9 Jun 2026
22 May 2026
8 Jun 2026
22 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 | 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 | - | Hect | 11,262 | - |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | - | Cum | 52 | - |
| 3 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | - | Cum | 12 | - |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,
complete as per MoRTH Specification Clause 401.
For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar
For Grading III Material | - | Cum | 405 | - |
| 5 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.
600 mm dia | - | Cum | 1,747 | - |
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