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| # | Company | Amount |
|---|---|---|
| 1 | ₹12.0 L |
Tender Value
₹16.9 L
EMD Value
₹33,800
Closing Date
24 Feb 2026, 3:00 pmClosed
ER. RAJ KAMAL VERMA
EE
SONE HIGH LEVEL CANAL DIVISION, TEKARI
GAJENDRA KUMAR CHAUDHARY
SE
Construction of Canal from 17.08 KM ( R.D. 56.06 ) to 17.31 KM (R.D. 56.80) & Restoration work of Canal from 16.73 KM(R.D. 54.89) to 17.08 KM (R.D. 56.06) and 17.31 KM ( R.D. 56.80) to 17.33 KM( R.D. 56.85) in Bhagwatipur Distributory under Sone Canal System.
125410
RE NIT 08/2025-26/SHLCD-TEKARI GAYAJEE
Open Tender
CIVIL
Aurangabad
• Earnest Money
• Time of Completion
• Registration No.
• GST Registration Certificate and PAN Card
• Character Certificate
• Affidavit in required format (Should be after the publication date of the NIT)
• Additional document (as per NIT) if required
CIVIL
PERCENTAGE
L1
1
9 documents required · 9 mandatory
₹5,000
Processing Fee: 590
₹33,800
9 Jun 2026
18 Feb 2026
25 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
Bill of Quantity
1 Name of work :- Construction of Canal from 17.08 KM ( R.D. 56.06 ) to 17.31 KM (R.D. 56.80) & Restoration work of Canal from 16.73 KM(R.D. 54.89) to 17.08 KM (R.D. 56.06) and 17.31 KM ( R.D. 56.80) to 17.33 KM( R.D. 56.85) in Bhagwatipur Distributory under Sone Canal System.
2 Amount of B.O.Q. :- 1688600.00
3 Amount of Earnest Money :- 33800.00
4 Cost of B.O.Q. 5000.00
SI. Item of work Qty. Unit Rate Amount
1 Preparation of seat of embankent or canals by 75 mm ploughing and removing the grass root etc. As per specifictions and direction of E/I. 4258.36 M2 6.60 28105.18
2 Earth work by excavator and spreader or tractor- leveler in lower level canal or flood embankment or dhar ( Like Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not needed ) all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead below 15 metre and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 401.45 M3 98.40 39502.68
3 Earth work by tractor ( Rajasthani) with bucket (Doli) with spreader ( Tractor leveller or Tractor Dozer) in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in odinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers and construction & removal of dhalas properly with lead of .......metre (lead will be considered as perpendicular distance from C.G. of Pit to C.G. of banks or embankment ) and with all lifts all complete as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth )(Lead should be taken C.G to C.G.perpendicular to the bank Maximum Lead Upto -150 mtr. Note:- Track Path may not be taken as lead ) (vide S.O.R. no. 5.1.44.2 )
(b) Lead- 100 meter maxm up to 150 meter 4248.09 M3 188.80 802039.39
4 Earth work by Mechanical means with help of Excavator, Tipper and Spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead of Beyond 150M but upto 1/2 K.M (lead will be considered as track path i.e. half of distance travelled in one cycle i.e. half of haulage path from pit to bank or embankment. Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 2561.31 M3 208.30 533520.87
Total 1467802.96
Add 1 % L- Cess 14678.03
Add sieniorage fee on Earth @ 10 % 25197.67
Total 1507678.66
Total 1688600.09
aoc.json
Purchase Order
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