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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.5 LAdmitted-Finance GRAM MAHARAJPURA TEHSIL NAWA DISTRICT DIDWANA KUCHAMAN | KARAULI | RAJASTHAN | 321610 | -26.87% | ₹46.5 L | L1 | Admitted-Finance |
Updated dates
Tender Value
₹63.6 L
EMD Value
₹1.3 L
Closing Date
30 Mar 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_547421_1
NIT 39/2025-26 (30)
Open Tender
Civil Works
180 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
3500 Secretary, KDA ,Kota 1500 MD RISL,Jaipur
₹1.3 L
Yes
13 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Clearing 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. | |||||
| 1.1 | By Mechanical Means | - | - | - | - |
| 1.2 | In area of non-thorny jungle | - | Hectare | - | - |
| 2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | |||||
| 3Providing 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. | |||||
| 3.1 | M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | - | - |
| 4Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: | |||||
| 4.1 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). | - | Cum | - | - |
| 5Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick | |||||
| 6Providing 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 | |||||
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