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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.0 CrAdmitted-Finance | -8.11% | ₹16.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.9 Cr+₹93.7 L (5.85%)Admitted-Finance | -2.73% | ₹16.9 Cr+₹93.7 L (5.85%) | L2 | Admitted-Finance |
| 3 | L3₹15.3 Cr−₹68.6 L (4.29%)Admitted-Finance | -12.05% | ₹15.3 Cr−₹68.6 L (4.29%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical As per enclosed sheet |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical As per enclosed sheet |
Tender Value
₹18 Cr
EMD Value
₹36 L
Closing Date
23 Feb 2026, 6:00 pmClosed
Chief Engineer M and H Jaipur
Chief Engineer M and H Jaipur
Construction of New Sub District Hospital Building at Ladnu, Distt. Deedwana Kuchaman (Including internal electrification work) (RMSCL)
2026_MEDIC_536019_1
NIT No.30/2025-26 CE Medical and Health Jaipur/
Open Tender
Civil Works
Percentage
730 days
Deedwana-Kuchaman
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
RTGS/NEFT/Any other money Transfer System
₹36 L
4 Mar 2026
6 Feb 2026
24 Feb 2026
6 Feb 2026
23 Feb 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 15,565.15 | Sqm | 5 | ₹77,825.75 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 3,202.15 | Cum | 175 | ₹5,60,376.25 |
| 3 | 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 | 1,785.43 | Cum | 178 | ₹3,17,805.65 |
| 4 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in. All kinds of soil | 1,007.35 | Cum | 34 | ₹34,250.02 |
| 5 | Earth work in rough excavation, 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 minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil | 3,500 | Cum | 272 | ₹9,52,000 |
| 6 | 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. | 4,951.23 | Cum | 64 | ₹3,16,878.75 |
| 7 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand | 1,222.49 | Cum | 1,024 | ₹12,51,828.88 |
| 8 | 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). | 1,169.57 | Cum | 3,847 | ₹44,99,317.82 |
| 9 | Random rubble dry stone Kharanja under floor. | 517.25 | Cum | 932 | ₹4,82,080.9 |
| 10 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . | 3,500 | Sqm | 47 | ₹1,64,500 |
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