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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | -11.23% | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹5.5 L (1.40%)Admitted-Finance | -9.99% | ₹4.0 Cr+₹5.5 L (1.40%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹14.9 L (3.79%)Admitted-Finance | -7.87% | ₹4.1 Cr+₹14.9 L (3.79%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 Cr+₹19.5 L (4.93%)Admitted-Finance | -6.85% | ₹4.1 Cr+₹19.5 L (4.93%) | L4 | Admitted-Finance |
| 5 | L5₹4.2 Cr+₹25.0 L (6.33%)Admitted-Finance | -5.61% | ₹4.2 Cr+₹25.0 L (6.33%) | L5 | Admitted-Finance |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
3 Feb 2026, 9:00 amClosed
Chief Engineer Medical and Health Jaipur
Office of The Chief Engineer Medical and Health Jaipur
Construction work of New District Drugware Hosue (DDW) at Beawar , District - Beawar (PIP 2024-25)
2026_MEDIC_527106_1
NIT 29 of 2025-26 CE MH Jaipur (Ajmer)
Open Tender
Civil Works
Percentage
300 days
Beawar
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
EE MH Ajmer Through NEFT/RTGS/IMPS
₹8.9 L
24 Feb 2026
12 Jan 2026
3 Feb 2026
12 Jan 2026
3 Feb 2026
12 Jan 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 |
|---|---|---|---|---|---|
| 1Part "A" Civil Work | |||||
| 1.1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr.
All kind of soil. | 3,000 | Sqm | 9 | ₹27,000 |
| 2 | 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 | 2,523 | Cum | 178 | ₹4,49,094 |
| 3 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size | 426 | cum | 3,302 | ₹14,06,652 |
| 4 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. | 1,571 | Sqm | 157 | ₹2,46,647 |
| 5 | Providing 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 | 675 | Cum | 4,934 | ₹33,30,450 |
| 6 | Random 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). | 576 | Cum. | 2,838 | ₹16,34,688 |
| 7 | 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. | 633.18 | cum | 64 | ₹40,523.52 |
| 8 | 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 - (Deduct) 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 embankments 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 | 968 | Cum | 101 | ₹97,768 |
| 9 | Carriage of Earth, Sand, Lime, Morrum manure or sludge For 5 Km. | 968 | Cum | 125 | ₹1,21,000 |
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