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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 LAdmitted-Fee/PreQual/Technical/Finance AT MAIN ROAD PO LAMTAPUT PS LAMTAPUT DIST KORAPUT PIN 764081 | KORAPUT | ODISHA | 764081 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹13.5 L+₹21,529.77 (1.62%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹14.9 L+₹1.6 L (12.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹15.1 L+₹1.8 L (13.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹15.3 L+₹2.0 L (15.0%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹21.3 L
EMD Value
₹21,320
Closing Date
5 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
the Superintending Engineer, UIRCD No.I, Mukhiguda
O/o the Superintending Engineer,Upper Indravati Right Canal Division No.I, Mukhiguda, Kalahandi, Odisha, PIN-766026
Canal Work
2026_CEUIP_143992_14
SE,UIRCD-I-06(01-14)/2026-27, DATE-14.10.2026
National Competitive Bid
Civil Works - Canal
Percentage
180 days
MUKHIGUDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹21,320
Yes
8 Nov 2026
23 Oct 2026
6 Nov 2026
23 Oct 2026
5 Nov 2026
23 Oct 2026
23 Oct 2026 - 29 Oct 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 | Earth Work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and all lift including rough dressing and breaking clods to maximum 5cm to 7cm sizes Cum and laying in layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-Charge. | 104.4 | Cum | 282.9 | ₹29,534.76 |
| 2 | Filling in foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc. complete as per direction of Engineer-In-Charge. | 25.2 | Cum | 614.3 | ₹15,480.36 |
| 3 | Cement concrete M15 grade with 20mm down graded hard granite crusher broken coarse aggregate of approved quality mixing by concrete mixture, placing manually, compacting with vibrator including cost, conveyance, royalty and taxes of all materials, curing etc complete as per the direction of the Engineer-in-Charge. | 16.8 | Cum | 5,585.6 | ₹93,838.08 |
| 4 | RCC Work with M 20 (A 20) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin mixing concrete in batching plant, conveying the same by transit mixers and placing in position with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. as directed by the Engineer-in-charge | 76.8 | Cum | 5,970.7 | ₹4,58,549.76 |
| 5 | Providing formwork for concrtete with F1 finish for upstream faces of dam, spillway,glacis of barrages, unexposed surfaces of foundation, block joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T & P complete as directed by the Engineer-in-charge. | 384 | Sqm | 816.3 | ₹3,13,459.2 |
| 6 | Filling foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. | 34.8 | Cum | 157.2 | ₹5,470.56 |
| 7 | Labour for straightening, cutting, bending binding, tying and laying the MS reinforcement for RCC work and placing in position including cost, conveyance, loading and unloading. taxes, of all materials and cess etc. complete as directed by the Engineer-in-charge. | 49.61 | Qntl | 9,445.3 | ₹4,68,600.22 |
| 8 | Earth work excavation in hard soil with all leads over initial lead of 50 m and initial lift of 1.5 m including rough dressing and breaking clods to max. 5cm to 7cm size & laying in layer not exceeding 0.30Mt. in depth as directed by the Engineer-in charge | 2,161.92 | Cum | 345.4 | ₹7,46,727.17 |
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