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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.5 CrAdmitted-Finance | -4.24% | ₹6.5 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹6.8 Cr
EMD Value
₹13.6 L
Closing Date
7 Mar 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_536451_1
NIT 35/2025-26 (16)
Open Tender
Civil Works
Percentage
450 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
7500 Secretary, KDA ,Kota 2500 MD RISL,Jaipur
₹13.6 L
Yes
9 Apr 2026
12 Feb 2026
9 Mar 2026
12 Feb 2026
7 Mar 2026
12 Feb 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 Civil Work | - | - | - | - |
| 1 | Earth work in excavation/ by mechanical means (HydraulicExcavator)/ manual means over areas (exceeding 30 cm indepth, 1.5m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: | 1,502.85 | cum | 251 | ₹3,77,215.35 |
| 2Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | |||||
| 3 | Hard rock(blasting prohibited) useful material 30% | 742.63 | cum | 540 | ₹4,01,020.2 |
| 4 | Filling available excavated earth (excluding rock) in trenches,plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50
meter and with all lift. | 1,502.85 | cum | 64 | ₹96,182.4 |
| 5 | 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 | 1,151.98 | Cum | 58 | ₹66,814.84 |
| 6 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 328.69 | cum | 3,847 | ₹12,64,470.43 |
| 7 | Random rubble dry stone Kharanja under floor. | 219.32 | cum | 932 | ₹2,04,406.24 |
| 8 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | 542.65 | cum | 2,838 | ₹15,40,040.7 |
| 9 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone minimum 30mm thick. | 416.25 | sqm | 609 | ₹2,53,496.25 |
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