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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance AT PO MINGUR KALAMPUR KALAHANDI 766013 | KALAMPUR | KALAHANDI | ODISHA | 766013 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance AT PRATAPPUR PO BADKARLAKOTE P S JAIPATNA DIST KALAHANDI ODISHA | KALAHANDI | ODISHA | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹26.8 L
EMD Value
₹26,900
Closing Date
29 May 2026, 5:00 pmClosed
Superintending Engineer, UIRCD-I, Mukhiguda
O/o the Superintending Engineer, Upper Indravati Right Canal Division No.I, Mukhiguda, Dist- Kalahandi, Odisha, PIN-766026
CANAL WORK
2026_CEUIP_129379_2
SE, U.I. RCD No.- I-02(01-15))/2026-27
National Competitive Bid
Civil Works - Canal
Percentage
180 days
MUKHIGUDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹26,900
Yes
25 Aug 2026
18 May 2026
30 May 2026
18 May 2026
29 May 2026
18 May 2026
18 May 2026 - 25 May 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 up ta a distance of 50 metres out side the periphery of the area etc complete as per the direction of Engineer in Charge. | - | Sqm | 2.8 | - |
| 2 | Earth work in excavation in ordinary soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm size and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.(Desilting) | - | Cum | 171.7 | - |
| 3 | 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) | 0.4 | Cum | 206 | ₹82.19 |
| 4 | Filling foundation and plinth with sand well watered and rammed including all labour materials and T & Petc. complete as directed by Engineer -in-charge | 0.2 | Cum | 605.75 | ₹121.15 |
| 5 | 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. | 0.4 | Cum | 5,918.3 | ₹2,361.4 |
| 6 | Rigid and smooth centering and shuttering for concrete work including false work and dismantling them after casting including cost of all materials etc.complete as directed by the Engineer-in Charge. | - | Sqm | 254.5 | - |
| 7 | 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. | - | Mtr | 218.1 | - |
| 8 | Providing weep holes in Plain/Reinforced concrete abutment. wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:2H towards drawing foce. complete as per drawing and technical. including cost, conveyance, royalty and taxes of all materials etc complete as directed by Engineer-in-Charge. | - | Mtr | 112 | - |
| 9 | 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) | 1 | Cum | 114.5 | ₹114.39 |
| 10 | 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. | - | Cum | 230.75 | - |
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