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Tender Value
₹29.2 L
EMD Value
₹58,500
Closing Date
13 Apr 2026, 3:00 pmClosed
AJEET KUMAR
Executive Engineer
Irrigation Division Biharsharif
SUSHIL PRAKASH
SE
Construction of 2 Nos 1000 mm Dia Hume Pipe Culvert at Ch 6.120 Km of Barnawa Distributary Ejecting from Sakri Left Main Canal Under Sakri Irrigation Scheme.
128738
10/2025-26/GR-01/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
₹58,500
7 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
13 Apr 2026
7 Apr 2026
TECHNICAL SHEET
Name of Work Construction of 2 Nos 1000 mm Dia Hume Pipe Culvert at Ch 6.120 Km of Barnawa Distributary Ejecting from Sakri Left Main Canal Under Sakri Irrigation Scheme. Cost of Work as per BOQ Rs. 29,21,234.00 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. 58,500.00 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
Construction of 2 Nos 1000 mm Dia Hume Pipe Culvert at Ch 6.120 Km of Barnawa Distributary Ejecting from Sakri Left Main Canal Under Sakri Irrigation Scheme.
Last Date and time of Tender Uploading :- 13.04.2026, 3:00 PM
Estimated Cost:- 2,921,234.00
Earnest Money :- 58,500.00
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 Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a distance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (item of SOR- 5.1.27) Per m3 475.39 197.90 94,079.69
2 Providing corase clean local sand in filling in foundation trenches including ramming,watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Per m3 23.54 344.10 8,100.12
3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I (5.7.14) Per m2 37.86 276.90 10,483.44
4 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Per m3 44.32 6,377.10 282,633.08
5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5) Per m3 74.98 6,892.50 516,799.65
6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.10) Per m4 43.61 6,892.50 300,581.93
7 Providing shuttering including strutting. Proping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. (5.3.19) Per m2 456.00 586.00 267,216.00
8 Providing shuttering including strutting. Proping etc. and its removal after use in foundation of canal structure or embankment structure as per specifications and direction of E/I. (5.3.18) Sqm 17.33 586.00 10,155.38
9 Labour for laying, fitting and fixing NP3 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. 1000 mm dia NP3 (5.6.2.4 Rmt 22.50 6,267.00 141,007.50
10 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 foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. (5.1.31) Per m3 187.33 151.10 28,305.57
11 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 (5.7.45.1) Per m2 53.96 141.30 7,624.55
12 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of ( 1:3:6 ) in floor and flank wall with approved quality of graded coarse aggregate of required grade ( asper design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17) Per m3 32.38 8,617.70 279,041.13
13 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. 12 mm Dia Bar MT 1.84 68,293.50 125,455.16
14 Carriage of Materials :-
Local Sand (5P + 1K) Cum 24.12 321.00 7,742.52
Coarse Sand (10P + 1K) Cum 70.94 435.60 30,901.47
Cement & Steel (15 km P ) M.T. 66.54 606.60 40,363.17
Seignoirage Fee 3,789.70
TECHNICAL SHEET
Name of Work Construction of 2 Nos 1000 mm Dia Hume Pipe Culvert at Ch 6.120 Km of Barnawa Distributary Ejecting from Sakri Left Main Canal Under Sakri Irrigation Scheme. Cost of Work as per BOQ Rs. 29,21,234.00 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. 58,500.00 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
Construction of 2 Nos 1000 mm Dia Hume Pipe Culvert at Ch 6.120 Km of Barnawa Distributary Ejecting from Sakri Left Main Canal Under Sakri Irrigation Scheme.
Last Date and time of Tender Uploading :- 13.04.2026, 3:00 PM
Estimated Cost:- 2,921,234.00
Earnest Money :- 58,500.00
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 Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a distance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (item of SOR- 5.1.27) Per m3 475.39 197.90 94,079.69
2 Providing corase clean local sand in filling in foundation trenches including ramming,watering, royalty and all other taxes complete job as per specifications and direction of E/I. (5.1.37) Per m3 23.54 344.10 8,100.12
3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I (5.7.14) Per m2 37.86 276.90 10,483.44
4 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.4) Per m3 44.32 6,377.10 282,633.08
5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.5) Per m3 74.98 6,892.50 516,799.65
6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. (5.3.10) Per m4 43.61 6,892.50 300,581.93
7 Providing shuttering including strutting. Proping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. (5.3.19) Per m2 456.00 586.00 267,216.00
8 Providing shuttering including strutting. Proping etc. and its removal after use in foundation of canal structure or embankment structure as per specifications and direction of E/I. (5.3.18) Sqm 17.33 586.00 10,155.38
9 Labour for laying, fitting and fixing NP3 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. 1000 mm dia NP3 (5.6.2.4 Rmt 22.50 6,267.00 141,007.50
10 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 foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. (5.1.31) Per m3 187.33 151.10 28,305.57
11 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 (5.7.45.1) Per m2 53.96 141.30 7,624.55
12 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of ( 1:3:6 ) in floor and flank wall with approved quality of graded coarse aggregate of required grade ( asper design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. (5.3.17) Per m3 32.38 8,617.70 279,041.13
13 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. 12 mm Dia Bar MT 1.84 68,293.50 125,455.16
14 Carriage of Materials :-
Local Sand (5P + 1K) Cum 24.12 321.00 7,742.52
Coarse Sand (10P + 1K) Cum 70.94 435.60 30,901.47
Cement & Steel (15 km P ) M.T. 66.54 606.60 40,363.17
Seignoirage Fee 3,789.70
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