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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.7 LAdmitted-Finance | -26.53% | ₹14.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.9 LAdmitted-Finance | -20.60% | ₹15.9 L | L2 | Admitted-Finance |
| 3 | L3₹18.9 LAdmitted-Finance | -5.31% | ₹18.9 L | L3 | Admitted-Finance |
| 4 | L4₹19.0 LAdmitted-Finance | -4.83% | ₹19.0 L | L4 | Admitted-Finance |
| 5 | L5₹22.9 LAdmitted-Finance | +14.71% | ₹22.9 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
20 Apr 2026, 6:00 pmClosed
Executive Engineer KDA, Kota
KDA, Kota
Development of sarvjanik parisar behind Beed ke Balaji
2026_UITKo_548990_1
41/2025-26 (26)
Open Tender
Civil Works
90 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
online sso
₹40,000
Yes
28 Apr 2026
28 Mar 2026
21 Apr 2026
28 Mar 2026
20 Apr 2026
28 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth 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 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2Random rubble dry stone Kharanja under floor. | ||||||
| 3 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand | 1 | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 4Providing 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). | ||||||
| 5Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | ||||||
| 6Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | ||||||
| 7Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). | ||||||
| 8 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick. | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001125 |
| 9Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth | ||||||
| 10Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) Good soil of earth | ||||||
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