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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | L1 | Admitted-Finance | ||
| 2 | L2₹1.5 Cr+₹14.5 L (10.4%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.6 Cr+₹20.1 L (14.4%)Admitted-Finance AT JAIPATNA PO PS JAIPATNA DIST KALAHANDI PIN 766018 ODISHA | KALAHANDI | ODISHA | 766018 | L3 | Admitted-Finance | ||
| 4 | L4₹1.7 Cr+₹30.9 L (22.1%)Admitted-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | L4 | Admitted-Finance | ||
| 5 | L5₹1.7 Cr+₹33.5 L (24.0%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
26 May 2026, 1:00 pmClosed
Chief Construction Engineer
office of the Chief Construction Engineer, Upper Indravati Project, Mukhiguda,766026
Construction of RCC trough wall lining and resectioning of canal banks in between RD 00m to RD 4320m of Jamunabahal Minor under U.I. LCD No. -I. Kusumkhunti
2026_CEUIP_129117_1
CCE,UIP-01(08-14)/2026-27
Open Tender
Civil Works - Canal
Percentage
330 days
KUSUMKHUNTI
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.4 L
Yes
22 Jul 2026
12 May 2026
28 May 2026
12 May 2026
26 May 2026
12 May 2026
12 May 2026 - 18 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 | Earth work in ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per the direction of the Engineer-in-charge. | 1 | Cum | 171.7 | ₹171.53 |
| - | Clearance of slush and muck from foundation pit by manual means including removal of debris within 50 m initial lead and lift of 1.50 m as directed by the Engineer-in-charge. | 0.6 | Cum | 276.9 | ₹165.86 |
| 3 | Excavation of foundation in all kinds soil within 50m Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc. complete as per direction of the Engineer in charge. | 0.8 | Cum | 540 | ₹431.46 |
| - | Collecting, Conveying and Spreading admixture of sand and moorum in 40 : 60 proportion for CNS layer of approved quality well compacted on finished slope and bed of canal with watering including cost, conveyance, royalty, taxes and labour charges etc. complete and as per the direction of the Engineer in Charge. | 1 | Cum | 1,314.4 | ₹1,313.09 |
| 5 | Providing form work for concrete 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 and as per the direction of the Engineer-in-charge. | 0.6 | Sqm | 803.7 | ₹481.42 |
| - | Cement concrete M15 grade with 20mm and down graded hard granite crusher broken chips with well graded screened and washed sand free from silt and girth including mixing by concrete mixture, placing manually, compacting with vibrator, including cost, conveyance, royalty, taxes and labour charges etc complete and as per the direction of the Engineer-in-charge. | 0.4 | Cum | 5,550.5 | ₹2,214.65 |
| 7 | Providing and laying cement concrete M15 grade with 20mm and down graded hard granite crusher broken chips for concrete lining to the bed and slope of canal with sleeper beams, keys etc in panels including mixing by concrete mixture, placing manually, compacting with vibrator, including cost, conveyance, royalty, taxes and labour charges etc. complete and as per the direction of the Engineer-in-charge. | 1 | Cum | 5,847.8 | ₹5,841.95 |
| - | Laying and fixing in position of 100mm diameter NP2 R.C.C. Spun pipes with collar jointed with cement mortar (1:3) including cost, conveyance, taxes and labour charges etc. complete and as per the direction of the Engineer-in-charge. | - | RM | 277.2 | - |
| 9 | Laying and fixing in position of 150mm diameter NP2 R.C.C. Spun pipes with collar jointed with cement mortar (1:3) including cost, conveyance, taxes and labour charges etc. complete and as per the direction of the Engineer-in-charge. | - | RM | 368.8 | - |
| - | Laying and fixing in position of 900mm diameter NP3 R.C.C. Spun pipes with collar jointed with cement mortar (1:3) including cost, conveyance, taxes and labour charges etc. complete and as per the direction of the Engineer-in-charge. | - | RM | 5,986.5 | - |
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