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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | -11.14% | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical B 5 TULSI DAS KI BAGICHI JANTA COLONY JAIPUR RAJASTHAN 302004 | JAIPUR | RAJASTHAN | 302004 | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
2 Jun 2026, 6:00 pmClosed
EE, ADA Ajmer
ADA, Ajmer
Construction of road upto GSB level and cross drainage works at Silora, Kishangarh, Ajmer
2026_ADA_558528_1
4/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
ADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
ADA, Ajmer
₹9.6 L
Yes
ADA, Ajmer
19 Jun 2026
13 May 2026
3 Jun 2026
13 May 2026
2 Jun 2026
13 May 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 | 40 | Hectare | 12,513 | ₹5,00,520 |
| 2 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.5
Mechanical Means | 42,900 | Cum | 236 | ₹1,01,24,400 |
| 3 | 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 | 1,71,600 | Cum | 58 | ₹99,52,800 |
| 4 | Excavation for road work in soil with hydraulic excavator of 0.9cum 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 | 1,71,600 | Cum | 31 | ₹53,19,600 |
| 5Haulage of materials by tipper excluding cost of loading, unloading and stacking. | |||||
| 0.9 | Case-I : Surfaced Road 171600(Qty.) x 1.6 (Density) x 6 (Kms) | 16,47,360 | T Km | 3.6 | ₹59,30,496 |
| 0.0 | Case-II: Unsurfaced Gravel Road 171600(Qty.) x 1.6 (Density) x 1 (Kms) | 2,74,560 | T Km | 4.4 | ₹12,08,064 |
| 0.9 | Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe Bed 171600(Qty.) x 1.6 (Density) x 2 (Kms) | 5,49,120 | T Km | 9 | ₹49,42,080 |
| 6 | 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 | 42,900 | Cum | 40 | ₹17,16,000 |
| 7 | 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 Grading I Material | 11,356 | Cum | 512 | ₹58,14,272 |
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