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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.7 CrAdmitted-Finance OPP PANCHYAT SAMITTI STATION ROAD BHINMAL DISTT JALORE | BHINMAL | JALORE | RAJASTHAN | -3.77% | ₹8.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.1 Cr+₹35.1 L (4.01%)Admitted-Finance | +0.09% | ₹9.1 Cr+₹35.1 L (4.01%) | L2 | Admitted-Finance |
| 3 | L3₹9.4 Cr+₹61.1 L (6.98%)Admitted-Finance | +2.95% | ₹9.4 Cr+₹61.1 L (6.98%) | L3 | Admitted-Finance |
| 4 | L4₹9.5 Cr+₹72.5 L (8.29%)Admitted-Finance | +4.21% | ₹9.5 Cr+₹72.5 L (8.29%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 00 GIRDHAR GARDEN KE SAMNE KHARI PHATAK ROAD VIDISHA VIDISHA MADHYA PRADESH 464001 | VIDISHA | MADHYA PRADESH | 464001 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹9.0 Cr
EMD Value
₹18.0 L
Closing Date
3 Jun 2026, 6:00 pmClosed
General Manager RSRDC Ltd. Jaipur
Office of the Project Director RSRDC Ltd. Unit-Sirohi, Plot No.-43, Ward no.-1, Tulsi Nagar Colony, Sirohi-307001
Widening and Strengthening of Bishangarh Bhawarani Bhorda Dhundhara Road Km. 26/0 to 31/600 District Jalore
2026_RSRDC_559575_1
RSRDC NIT 092/2026-27 (Sl-1)
Open Tender
Civil Works - Roads
Percentage
240 days
Jalore
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Through RTGS/NEFT/IMPS
₹18.0 L
Yes
Sirohi
12 Jun 2026
15 May 2026
4 Jun 2026
15 May 2026
3 Jun 2026
26 May 2026
25 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
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 thorny jungle | 2 | Hect. | 12,746 | ₹25,492 |
| 2 | Excavation 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 | 13,000 | Cum | 25 | ₹3,25,000 |
| 3 | 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 | 32,490 | Cum | 44 | ₹14,29,560 |
| 4 | 2nd km to 10th km | 32,490 | Cum | 38.25 | ₹12,42,742.5 |
| 5 | 11th km to 20th km | 32,490 | Cum | 38.5 | ₹12,50,865 |
| 6 | Beyond 20 Km | 32,490 | Cum | 68 | ₹22,09,320 |
| 7 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 | 19,494 | Cum | 45 | ₹8,77,230 |
| 8 | Lime Stabilisation for Improving Sub grade
Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per MoRTH Specification Cluase 402.
By Mechanical Means | 2,100 | Cum | 193 | ₹4,05,300 |
| 9 | Granular Sub-Base with Close Graded Material (Table:- 400-1)
Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km.
For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar
For Grading-I Material | 11,361 | Cum | 773 | ₹87,82,053 |
| 10 | 2nd km to 10th km | 11,361 | Cum | 38.25 | ₹4,34,558.25 |
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