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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.6 CrAdmitted-Finance | -16.11% | ₹5.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.6 Cr+₹1.4 L (0.25%)Admitted-Finance | -15.90% | ₹5.6 Cr+₹1.4 L (0.25%) | L2 | Admitted-Finance |
| 3 | L3₹5.7 Cr+₹9.7 L (1.72%)Admitted-Finance | -14.67% | ₹5.7 Cr+₹9.7 L (1.72%) | L3 | Admitted-Finance |
| 4 | L4₹5.8 Cr+₹21.7 L (3.85%)Admitted-Finance | -12.88% | ₹5.8 Cr+₹21.7 L (3.85%) | L4 | Admitted-Finance |
| 5 | L5₹5.9 Cr+₹27.6 L (4.90%)Admitted-Finance | -12.00% | ₹5.9 Cr+₹27.6 L (4.90%) | L5 | Admitted-Finance |
Tender Value
₹6.7 Cr
EMD Value
₹13.4 L
Closing Date
19 Nov 2025, 6:00 pmClosed
Secretary KDA Kota
KDA Kota
Construction of Ramashrya at Govt Medical Collage Kota
2025_UITKo_511364_1
24/2025-26 (40)
Open Tender
Civil Works - Buildings
Percentage
450 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
OnlineSSO Portal
₹13.4 L
Yes
4 Dec 2025
4 Nov 2025
20 Nov 2025
4 Nov 2025
19 Nov 2025
4 Nov 2025
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 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated arth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly
dressed : All kinds of soil | 1,584 | Sqm | 35 | ₹55,440 |
| 2 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 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 evelled and neatly dressed:
Ordinary rock | 1,509 | Cum | 251 | ₹3,78,759 |
| 3 | Carriage of Material Earth, Sand, Lime, Morrum
manure or sludge | 1,509 | Cum | 80 | ₹1,20,720 |
| 4 | Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in mbankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils AS PER DWG(907.80 Sq. Mtr.) | 2,723 | Cum | 171 | ₹4,65,633 |
| 5 | Random rubble dry stone Kharanja (soling) under
floor. | 290 | Cum | 932 | ₹2,70,280 |
| 6 | Supplying and Filling in plinth with river sand under floors including watering amming consolidating and dressing complete including cost of sand | 232 | Cum | 1,024 | ₹2,37,568 |
| 7 | 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). | 333 | Cum | 3,847 | ₹12,81,051 |
| 8 | Anti termite treatment of floor using Imidacloprid 30.5% EC non repellent, odorless, low dose, environmentally safe terniticide with rapid action non corrosive stain free, by drilling 12mm diameter holes 300mm apart injecting the emulsion as per specification and plugging with cement mortar 1:2 ( 1 cement : 2 coarse sand) in the whole floor area DPE 12mm dia termitube system with required number of junction boxes are to be installed. The termitube will run all along the perimeter wall both inside and outside. In the middle area the termitube to be installed at an interval of 1.00 Mtr. or less both ways as required with sufficient number of junction boxes to pump the emulsion. After successful testing of termitube, pesticide emulsion of imidacloprid 30.5% EC mixed with water in the ration of 1:474 will be pumped by a motorized spray pump from the junction box in specified manner. The plinth area of
the area treated will be measured for payment. | 1,583 | Sqm | 216 | ₹3,41,928 |
| 9 | Random rubble masonry with hard stone in
foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) length of foundation masonry below R.T.L. | 235 | Cum | 2,838 | ₹6,66,930 |
| 10 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal
provision. raft/footing Trapezodal Footing (A1+A2)+SQRT(A1*A2))h/3 | 1,574 | Cum | 6,089 | ₹95,84,086 |
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