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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | +1.25% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Others-TECHNICALLY DISQUALIFY DUE TO PAST PERFORMANCE IS NOT AS PER THE BID |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
4 May 2026, 12:00 pmClosed
DIRECTOR SWACH PROJECT
BADI ROAD HAWALA KHURD UDAIPUR
Construction of New TAD Girls Ashram Hostel (Capacity 50)
2026_SWACH_551805_1
02/2026-27
Open Tender
Civil Works
450 days
UDAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
DIRECTOR SWACH PROJECT
₹5.2 L
Yes
13 May 2026
14 Apr 2026
4 May 2026
14 Apr 2026
4 May 2026
14 Apr 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 |
|---|---|---|---|---|---|---|
| 1.1 | 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. And lift up to 1.5 Mtr. | ||||||
| 3Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum 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 | ||||||
| 4Excavation work 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 getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock | ||||||
| 5Providing 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | ||||||
| 6Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc. in layers not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering including lead up to 50 mtr and with all lift. | ||||||
| 7Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. | ||||||
| 8Providing 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. M25 grade Design Mix | ||||||
| 9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | ||||||
| 10Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% | ||||||
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