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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₹25.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹25.9 L+₹92,938.32 (3.72%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹27.3 L+₹2.4 L (9.41%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹37.0 L
EMD Value
₹37,030
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_6
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
₹37,030
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 | Clearing grass and removal of rubbish upto a distance of 50m out side the periphery of the area etc.as per direction of the Engineer in charge. | 3,200 | Sqm | 2.9 | ₹9,280 |
| 2 | Earth work excavation of foundation in ordinary soil within initial lead of 50 Mand initial lift of1.50 M Including rough dressing and breaking clods to maximum 5 CM to 7 CM size and laying in layers not exceding 0.30 M in depth and as per the direction of E.I.C. (Cutting) | 341.68 | Cum | 210.5 | ₹71,922.59 |
| 3 | Filling foundation and plinth with sand well watered and rammed including all labour , materials and T & P etc. complete as directed by Engineer -in-charge. | 219.85 | Cum | 614.3 | ₹1,35,053.85 |
| 4 | 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. | 370.85 | Cum | 6,019.6 | ₹22,32,368.66 |
| 5 | Providing formwork for concrete with F1 finish for upstream faces of dam, spilway, glacis of barrages, unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary with all labour, materials and T&P complete as directed by the Engineer-in-Charge. | 1,178.24 | Sqm | 817.6 | ₹9,63,329.02 |
| 6 | Collecting, Supplying ,laying & fixing in position precast re-inforced concrete pipe with collare jointed with cement mortar (1:3) Class NP-2 Conforming to IS No-458/2003 with Amendment No-1 with cost, carriage, royality and taxes of all material and cost of all labour, T&P, workers welfare cess etc complete and as per direction of the Engineer-in-charge. | 150 | Mtr | 218.1 | ₹32,715 |
| 7 | Providing weep holes in abutment and wing wall with 2" size PVC including metal spall backing in rear and centrering and shuttering etc. complete as directed by Engineering-In-Charge. | 57 | Mtr | 338.9 | ₹19,317.3 |
| 8 | Filling in foundation & plinth with excavated materials well watered and rammed to proper thickness including cost, conveyance, taxes, cess and royalty of all materials etc complete and as per the specification and direction of the Engineer-in-Charge. (Filling) | 113.78 | Cum | 117 | ₹13,312.03 |
| 9 | Earth work excavation in Hard soil or gravelly soil within 50 M and initial lead and 1.50 M initial lift Including rough dressing and breaking clods to maximum 5 CM to 7 CM size and laying in layers not exceding 0.30 M in depth and as per the direction of E.I.C. | 956.4 | Cum | 235.7 | ₹2,25,423.48 |
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