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Tender Value
₹33.9 L
EMD Value
₹67,800
Closing Date
13 Apr 2026, 3:00 pmClosed
AJEET KUMAR
Executive Engineer
Irrigation Division Biharsharif
SUSHIL PRAKASH
SE
Repair Work of Canal Embankment at Fall no 03, 04 & 05 between Chainage 5.00 Km and 10.00 Km of Sakri Right Main Canal under Sakri Irrigation Scheme.
128743
10/2025-26/GR-03/ID Biharsharif/WRD
Open Tender
CIVIL
Nalanda
• Earnest Money (As per mentioned/specified in the NIT, Bid D ocument, Technical Checklist Submission Sheet)
• Registration No. as per NIT
• PAN Card
• G.S.T. Registration
• Character Certificate
• Affidavit in required format (Should be after the publication date of the NIT)
• Any other Document as Per NIT.
CIVIL
PERCENTAGE
L1
1
7 documents required · 7 mandatory
₹5,000
Processing Fee: 590
₹67,800
7 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
13 Apr 2026
7 Apr 2026
TECHNICAL SHEET
Name of Work Repair Work of Canal Embankment at Fall no 03, 04 & 05 between Chainage 5.00 Km and 10.00 Km of Sakri Right Main Canal under Sakri Irrigation Scheme. Cost of Work as per BOQ Rs. 33,87,816.00 Time of Completion 2 month
Last date of uploading Tender 13.04.2026
Sl No. Items Requirement
1 Name of the contractor
2 Address of the contractor
3 Earnest Money As per NIT issued in the name of Executive Engineer, Irrigation Division, Biharsharif. (Pay either online or offline)
Bid Security Amount - Rs. 67,800.00 Bid Security Amount - Rs.
Bid validity periods in days- 120 days Bid validity periods in days
4 Registration No.
6 G.S.T. Registration
7 Character Certificate
8 Affidavit in required format (Should be after the publication date of the NIT)
9 Any other Document as Per NIT.
TECHNICAL SHEET
Name of Work Repair Work of Canal Embankment at Fall no 03, 04 & 05 between Chainage 5.00 Km and 10.00 Km of Sakri Right Main Canal under Sakri Irrigation Scheme. Cost of Work as per BOQ Rs. 33,87,816.00 Time of Completion 2 month
Last date of uploading Tender 13.04.2026
Sl No. Items Requirement
1 Name of the contractor
2 Address of the contractor
3 Earnest Money As per NIT issued in the name of Executive Engineer, Irrigation Division, Biharsharif. (Pay either online or offline)
Bid Security Amount - Rs. 67,800.00 Bid Security Amount - Rs.
Bid validity periods in days- 120 days Bid validity periods in days
4 Registration No.
6 G.S.T. Registration
7 Character Certificate
8 Affidavit in required format (Should be after the publication date of the NIT)
9 Any other Document as Per NIT.
BILL OF QUANTITY
Repair Work of Canal Embankment at Fall no 03, 04 & 05 between Chainage 5.00 Km and 10.00 Km of Sakri Right Main Canal under Sakri Irrigation Scheme.
Last Date and time of Tender Uploading :- 13.04.2026, 3:00 PM
Estimated Cost:- 3,387,816.00
Earnest Money :- 67,800.00
Time of Completion :- 2 month
Cost of BOQ pay online mode only:- 5,000.00
E-Tendering Processing fee pay on online mode only: - 590.00
Sl. No. Item of Work Unit Quantity Rate Amount
1 Jungle clearance and weeding out shrubs including small tree up to 0.50M girth and removal as per specifications and direction of E/I. Sqm 1,959.80 11.90 23,321.62
2 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 ............... metre (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 ) Beyond 150m but upto 1/2 K.M Cum 5,686.55 208.30 1,184,508.37
3 Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining,profiling, leveling, controlling of slopes and fine dressing, disposal of excavated earth and nominal dewatering if any all complete and as per approved design , specifications and direction of E/I Cum 160.16 197.30 31,599.57
4 Providing,laying & filling Geo bags of size 1mX0.7m (Type A 300GSM nonwoven) Weight 420gm,volume of filled bag 0.07 cum,weight of filled Geo bag 126kg with local sand including stiching in four lines by approved Nylon thread with stiching machine and generator,stacking and placing after loading,unloading and carriage with the help of Trolly within 150m lead , all complete as per specification and direction of E/I. Nos. 4,963.00 198.20 983,666.60
5 Supply of Local Sand Cum 347.41 170.30 59,163.93
6 Labour charge for taking out disturbed boulder from boulder pitching or riprap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100 metre as per approved design, specifications and direction of E/I Cum 293.96 521.40 153,270.75
7 Labour charge for pitching work on apron slope of bank with stone boulder duly packed (Uncreated complete job ) materials within 50 m lead with all lifts, all complete as per approved design, specifications and direction of E/I Cum 293.96 557.40 163,853.31
8 Providing and Laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitchingas per specifications and direction of E/I Sqm 653.25 141.30 92,304.23
9 Brick work in designation 100 A Brick with cement motar (1 : 4 ) in foundation with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. Cum 2.52 4,930.80 12,425.62
10 Carriage of Materials :-
Coarse Sand (10P + 1K) Cum 0.80 435.60 348.48
Seignoirage Fee 24,469.70
BILL OF QUANTITY
Repair Work of Canal Embankment at Fall no 03, 04 & 05 between Chainage 5.00 Km and 10.00 Km of Sakri Right Main Canal under Sakri Irrigation Scheme.
Last Date and time of Tender Uploading :- 13.04.2026, 3:00 PM
Estimated Cost:- 3,387,816.00
Earnest Money :- 67,800.00
Time of Completion :- 2 month
Cost of BOQ pay online mode only:- 5,000.00
E-Tendering Processing fee pay on online mode only: - 590.00
Sl. No. Item of Work Unit Quantity Rate Amount
1 Jungle clearance and weeding out shrubs including small tree up to 0.50M girth and removal as per specifications and direction of E/I. Sqm 1,959.80 11.90 23,321.62
2 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 ............... metre (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 ) Beyond 150m but upto 1/2 K.M Cum 5,686.55 208.30 1,184,508.37
3 Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining,profiling, leveling, controlling of slopes and fine dressing, disposal of excavated earth and nominal dewatering if any all complete and as per approved design , specifications and direction of E/I Cum 160.16 197.30 31,599.57
4 Providing,laying & filling Geo bags of size 1mX0.7m (Type A 300GSM nonwoven) Weight 420gm,volume of filled bag 0.07 cum,weight of filled Geo bag 126kg with local sand including stiching in four lines by approved Nylon thread with stiching machine and generator,stacking and placing after loading,unloading and carriage with the help of Trolly within 150m lead , all complete as per specification and direction of E/I. Nos. 4,963.00 198.20 983,666.60
5 Supply of Local Sand Cum 347.41 170.30 59,163.93
6 Labour charge for taking out disturbed boulder from boulder pitching or riprap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100 metre as per approved design, specifications and direction of E/I Cum 293.96 521.40 153,270.75
7 Labour charge for pitching work on apron slope of bank with stone boulder duly packed (Uncreated complete job ) materials within 50 m lead with all lifts, all complete as per approved design, specifications and direction of E/I Cum 293.96 557.40 163,853.31
8 Providing and Laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitchingas per specifications and direction of E/I Sqm 653.25 141.30 92,304.23
9 Brick work in designation 100 A Brick with cement motar (1 : 4 ) in foundation with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. Cum 2.52 4,930.80 12,425.62
10 Carriage of Materials :-
Coarse Sand (10P + 1K) Cum 0.80 435.60 348.48
Seignoirage Fee 24,469.70
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Dept. Letter 142_10.02.2025.pdf
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