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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | -28.08% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹1.1 Cr (32.4%)Admitted-Finance | -4.79% | ₹4.4 Cr+₹1.1 Cr (32.4%) | L2 | Admitted-Finance |
| 3 | L3₹5.2 Cr+₹1.8 Cr (54.9%)Admitted-Finance | +11.37% | ₹5.2 Cr+₹1.8 Cr (54.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
17 Jun 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_559067_1
NIT 02/2026-27 (43)
Open Tender
Civil Works
Percentage
180 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
7500 Secretary, KDA ,Kota 2000 MD RISL,Jaipur
₹9.5 L
Yes
27 Jul 2026
14 May 2026
18 Jun 2026
14 May 2026
17 Jun 2026
14 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 |
|---|---|---|---|---|---|
| 0.1 | Part-A : Road Work | - | - | - | - |
| 1 | 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 | 822.5 | Cum | 31 | ₹25,497.5 |
| 2 | (i)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 | 31,359.38 | Cum | 58 | ₹18,18,844.04 |
| 3 | (i)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 | 4,437.5 | cum | 59 | ₹2,61,812.5 |
| 4Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. | |||||
| 4.1 | Earth, Sand, Lime, Morrum manure or sludge Lead Upto 5.0 Km | 35,796.88 | cum | 66 | ₹23,62,594.08 |
| 5(A)By Mix in Place Method | |||||
| 5.1 | 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. | - | - | - | - |
| 5.2 | (iii)For Grading III Material | 2,994.21 | Cum | 450 | ₹13,47,394.5 |
| 6Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. | |||||
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