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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹22.8 L+₹1.2 L (5.55%)Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹23.5 L+₹1.9 L (8.91%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹24.5 L+₹2.9 L (13.4%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L4₹24.5 L+₹2.9 L (13.4%)Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹29.8 L
EMD Value
₹29,800
Closing Date
25 May 2026, 5:00 pmClosed
Superintending Engineer, UIRCD-I, Mukhiguda
O/o The Superintending Engineer, U.I. Right Canal Division No.I, Mukhiguda, Dist- Kalahandi, Odisha, PIN-766026
Construction of CC wall lining at RD 10 M to RD 30 M and RD 70 M to 90 M, RD 350 M to 400 M and RD 680 M to 760 M and RD 835 M to 845 M and 860 M to 1000 M of Tentulikhunti Minor and RD 1600 M to 1700 M of, Patrabasa S/M-II
2026_CEUIP_128995_10
SE,UIRCD-I,01(01-15)/26-27 DT-06.05.2026
National Competitive Bid
Civil Works - Canal
Percentage
60 days
MUKHIGUDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹29,800
Yes
25 Aug 2026
12 May 2026
26 May 2026
12 May 2026
25 May 2026
12 May 2026
12 May 2026 - 19 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 upto a distance of 50m out side the periphery of the area etc.as per direction of the Engineer in charge | - | Sqm | 2.8 | - |
| 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) | - | Cum | 206 | - |
| 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. | 1 | Cum | 605.75 | ₹605.14 |
| 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. | - | Cum | 5,918.3 | - |
| 5 | 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 | - |
| 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. | - | Rmt | 218.1 | - |
| 7 | Providing weep holes in Plain/Reinforced in 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. | - | Rmt | 112 | - |
| 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) | 0.2 | Cum | 114.5 | ₹22.9 |
| 9 | Earth work excavation in Hard soil or gravelly soil within 50 M and initial lead and 1.50 M initial lift Including rough to dressing and breaking clods 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. | 1 | Cum | 230.75 | ₹230.52 |
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