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| # | Company | Amount |
|---|---|---|
| 1 | ₹1.1 Cr |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
11 Mar 2026, 3:00 pmClosed
GOUTAM KUMAR
EXECUTIVE ENGINEER, FCD NAUGACHIA
FCD NAUGACHHIA
ANWER JAMIL
CHIEF ENGINEER
Anti Erosion work-2026 at D/S of Mahadevpur ghat on left bank of Ganga river (Length-100 m.) AGENDA NO - 242/140/2026
126702
NIT01/2025-26/NAUGACHIA/Gr-01
Open Tender
CIVIL
Bhagalpur
• REGISTRATION
• CHARACTER CERTIFICATE
• AFFIDAVIT
• KEY PERSONS
• KEY PLANT AND MACHINERIES
• SIMILAR NATURE OF WORK EXPERIENCE
• PAN/ITR/GST
• EMD
• OTHERS
• Litigation History
• Undertaking
• NOC for Debar (If required)
CIVIL
PERCENTAGE
L1
1
13 documents required · 13 mandatory
₹10,000
Processing Fee: 3540
₹3.5 L
Yes
CHIEF ENGINEER, FLOOD CONTROL AND DRAINAGE, WATER RESOURCES DEPARTMENT, KATIHAR, CAMP PURNEA
7 May 2026
4 Mar 2026
13 Mar 2026
6 Mar 2026
11 Mar 2026
6 Mar 2026
9 Mar 2026
Earth work by excavtor and spreader or tractor- leveller in lower level canal or flood embankment or dhar (Like, Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not neaded ) 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 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 ) (inclusive Rs. 33.00 as royality on earth)
Supplly of New bag and N.C. with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing in Nylon Crate of size (1.2m x 1m x 1m) with a lead of 150 M including supply of nylon crate, etc., placing the filled crates in Dry portion within a lead 30 M, including carriage of local sand by tractor Lead - 1km (K) all complete as per approved design, specifications and direction of E/I.
Providing and laying and geo bags of size 1m x 0.70m (type A 300 GSM non woven) weight of bag 420 gm volume of filled bag 0.07 m3, weight of filled geo bag 126 kg with local sand/earth (excavated) including stiching in four lines by approved nylon thread with stiching machine and generator staking and placing in gabion of size 1.80 m x 1.80m x 0.50 m (18 nos geo bag per gabion) after loading, unloading and carriage with the help of trolley within 150m lead, all complete job as per specification and direction of E/I.
Providing and laying Geo-Bags of size 1m x 0.70 m (type A 300 GSM none woven) wt. of Bag 420 gm volume of field geo bag 0.07m3 wt. of field geo bag 126 kg with local sand/earth (excavated) including stitching on four lines by approved nylon thrade with stitching machine and generator, staking and placing after loading unloading and carriage with held of trally withing 150m lead ,all complete job as per specification and direction of E/I.
Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foudation trenches and placed in a suitable profile within a lead of 30 m and lift of 1.5 m, all complete job and as per specifications and direction of E/I.
Anti Erosion work-2026 at D/S of Mahadevpur ghat on left bank of Ganga river (Length-100 m.) AGENDA NO - 242/140/2026
Items
Earnest Money
Bid Security Amount (in ₹)
Time of Completion
Registration No.
Key Persons
CHARACTER CERTIFICATE
SIMILAR NATURE OF WORK EXPERIENCE
Name of equipments
Affidavit in required format (Should be after the publication date of the tender) as per letter no. 686 dated 19.08.2014)
Anti Erosion work-2026 at D/S of Mahadevpur ghat on left bank of Ganga river (Length-100 m.) AGENDA NO - 242/140/2026
Description of Work
Earth work by excavtor and spreader or tractor- leveller in lower level canal or flood embankment or dhar (Like, Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not neaded ) 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 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 ) (inclusive Rs. 33.00 as royality on earth)
Supplly of New bag and N.C. with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing in Nylon Crate of size (1.2m x 1m x 1m) with a lead of 150 M including supply of nylon crate, etc., placing the filled crates in Dry portion within a lead 30 M, including carriage of local sand by tractor Lead - 1km (K) all complete as per approved design, specifications and direction of E/I.
Providing and laying and geo bags of size 1m x 0.70m (type A 300 GSM non woven) weight of bag 420 gm volume of filled bag 0.07 m3, weight of filled geo bag 126 kg with local sand/earth (excavated) including stiching in four lines by approved nylon thread with stiching machine and generator staking and placing in gabion of size 1.80 m x 1.80m x 0.50 m (18 nos geo bag per gabion) after loading, unloading and carriage with the help of trolley within 150m lead, all complete job as per specification and direction of E/I.
Providing and laying Geo-Bags of size 1m x 0.70 m (type A 300 GSM none woven) wt. of Bag 420 gm volume of field geo bag 0.07m3 wt. of field geo bag 126 kg with local sand/earth (excavated) including stitching on four lines by approved nylon thrade with stitching machine and generator, staking and placing after loading unloading and carriage with held of trally withing 150m lead ,all complete job as per specification and direction of E/I.
Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foudation trenches and placed in a suitable profile within a lead of 30 m and lift of 1.5 m, all complete job and as per specifications and direction of E/I.
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