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Tender ID
Tender Value
₹47.9 L
EMD Value
₹95,800
Closing Date
4 May 2026, 3:00 pmClosed
AKHLESH KUMAR
EXCUTIVE ENGINEER
OFFICE OF EXCUTIVE ENGINEER, SONE HIGH LEVEL CANAL DIVISION, BHABHUA
PRIYA RANJAN
SUPERINTENDING ENGINEER
REPAIR AND MAINTENANCE OF SUWARA LEFT CANAL AT VARIOUS LOCATION
129968
NIT 01 /2026-2027 GR-02
Open Tender
CIVIL
Patna
• Name and Address of Contractor
• Registration No. as per NIT and Technical bid
• Affidavit (as per NIT)
• PAN Card
• G.S.T. Registration
• Character Certificate
• NOC for Debar
• Any Other if Required such as Adhar etc
• Any Other if Required as per nit and technical bid
CIVIL
PERCENTAGE
L1
1
10 documents required · 10 mandatory
₹5,000
Processing Fee: 590
₹95,800
Office of the Superintending Engineer Irrigation Circle, Bhabhua, Kaimur,Bihar
29 Apr 2026
29 Apr 2026
6 May 2026
29 Apr 2026
4 May 2026
29 Apr 2026
30 Apr 2026
BILL OF QUANTITY FOR REPAIR AND MAINTENANCE OF SUWARA LEFT CANAL AT VARIOUS LOCATION
Last Date and time of Tender Uploading :- 04.05.2026 UPTO 3.00 P.M.
Estimated Cost:- Rs. 47,87,248.00
Earnest Money :- Rs. 95,800.00
Date of Completion :- 31 MAY, 2026
Cost of BOQ pay online mode only:- Rs 5,000.00
E-Tendering Processing fee pay on online mode only: - Rs. 590.00
Sl. No. Item Unit Quantity Rate Amount (Rs)
1 5.1.27 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I. m3 301.9 197.9 59746.01
2 5.1.31 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 finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. (SR-NO. 5.1.31) m3 100.64 151.1 15206.7
3 5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. m3 89.49 346.9 31044.08
4 5.3.4 Providing and laying P.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 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. m3 125.99 6606.5 832352.94
5 5.3.5 5.3.5 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 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 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. m3 17.84 7150.9 127572.06
6 5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E / I. m3 95.33 5215.4 497184.08
7 5.5.2 Providing 12 mm thick cement lplaster (1:4) with aproved quality sand of requisite R.M washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complate job as per specificationand direction of E/I m2 293.08 218 63891.44
8 5.7.14 Provindinb brick flat solling with designation 100A bricks joints filled with course sand of approved quality including royalty and all taxes, all complete job as per approved design, specifications and direction of E.I m2 596.48 293.5 175066.88
9 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E / I. m3 96.91 5389.2 522267.37
10 5.3.9 Providing and laying P.C.C. M-150 with nominal mix of (1:2.:4 ) 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. m3 4.5 6606.5 29729.25
11 5.6.1.3 5.6.1.3 Labour for laying, fitting and fixing NP2 pipe with collors 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 300 mm Dia NP2 HP ( 5.6.1.3 ) m2 29.25 976.1 28550.93
12 5.3.19 5.3.19 Providing shuttering including strutting proping etc. and its removal after use in various companants of canal structure or embankment structure as per specification & direction of E/I. m2 156.07 586 91457.02
13 5.3.20 5.3.20 Providing centering including strutting. Propping etc. and removing after use in deck slab as per specifications and direction of E/I. m2 12 797.3 9567.6
14 5.1.47 Earth work by excavator and spreader or tractor leveler in lower level canal or flood embankment or dhar ( like minor, sub minor, jamindari bandh, pynes etc. where tipper is not needed ) all type 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 finising including new construction, repair or restoration in ordinary soil including cutting , loading, carriage from pit to banks or embankments, unloading, spreading, clod breaking and lying in layers properly with lead below 15 metre and with all lifts all complete job as per specification and direction of E/I. m3 181.85 98.9 17984.97
15 5.1.46.6 5.1.46 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 ) 0
16 5.3.10 5.3.10 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 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. m3 23.84 7150.9 170477.46
17 5.3.13 5.3.13 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3) in deck slab 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 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. m3 7.26 7205.8 52314.11
18 5.3.15 5.3.15 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3) in wearing coat over deck slab 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. m3 0.9 6932.4 6239.16
19 5.8.6 a 5.8.6a Providing weep hole with dry graded stone single filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I NOS, 28 114.4 3203.2
20 5.3.22 5.3.22 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. (8mm to 12mm) 0
21 Carrage of Materials 0
i Cement- Lead 8 km from Bhabua to Work Site MT 83.11 462.8 38463.31
ii Sone Sand- Lead 77 km from Dehri to work site. m3 139.14 1952.5 271670.85
iii Stone chips- Lead 75 km fro Ahiraura to worksite m3 128.87 1910.7 246231.91
iv Bricks – Lead 8 km from Bhabua to Work Site %Nos. 90269 1906 172052.71
v Local Sand- Lead 3 km (2s+1k) Local m3 92.97 227 21104.19
vi Hume Pipe NP2 (300 mm) - Lead 8 km from Bhabua to Work Site m 29.25 61.71 1805.02
vii Steel- Lead 8 km from Bhabua to Work Site MT 5.86 462.8 2712.01
ADD L. CESS @ 1% 39436.35
Grand Total Rs.
Permissible limit.
1 Estimated cost :- (A)
2 Cost of Govt. Material :- Rs.- Nil (B)
3 Permissible limit :- Nil
4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023
5 Name of the Contractor :-
6 Address of the Contractor :-
7 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. IN FIG.
Executive Engineer, Sone High Level Canal Division, Bhabhua
Name of Work REPAIR AND MAINTENANCE OF SUWARA LEFT CANAL AT VARIOUS LOCATION Cost of Work as per BOQ Rs. 47,87,248.00 Time of Completion in month 31 MAY, 2026
Sl No. Items Requirement
Name of the contractor
Address of the contractor
1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Sone High Level Canal Division, Bhabhua(Pay either online or offline) (Bank Guarantee only)
Bid Security Amount - Rs. 95,800.00 Bid Security Amount - Rs.
2 Time of Completion
3 Registration No.
4 Character Certificate
5 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 3 years Exp. Or retired I.T.I. Holder 1
6 Affidavit in required format (Should be after the publication date of the NIT)
BILL OF QUANTITY FOR REPAIR AND MAINTENANCE OF SUWARA LEFT CANAL AT VARIOUS LOCATION
Last Date and time of Tender Uploading :- 04.05.2026 UPTO 3.00 P.M.
Estimated Cost:- Rs. 47,87,248.00
Earnest Money :- Rs. 95,800.00
Date of Completion :- 31 MAY, 2026
Cost of BOQ pay online mode only:- Rs 5,000.00
E-Tendering Processing fee pay on online mode only: - Rs. 590.00
Sl. No. Item Unit Quantity Rate Amount (Rs)
1 5.1.27 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I. m3 301.9 197.9 59746.01
2 5.1.31 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 finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. (SR-NO. 5.1.31) m3 100.64 151.1 15206.7
3 5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. m3 89.49 346.9 31044.08
4 5.3.4 Providing and laying P.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 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. m3 125.99 6606.5 832352.94
5 5.3.5 5.3.5 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 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 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. m3 17.84 7150.9 127572.06
6 5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E / I. m3 95.33 5215.4 497184.08
7 5.5.2 Providing 12 mm thick cement lplaster (1:4) with aproved quality sand of requisite R.M washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complate job as per specificationand direction of E/I m2 293.08 218 63891.44
8 5.7.14 Provindinb brick flat solling with designation 100A bricks joints filled with course sand of approved quality including royalty and all taxes, all complete job as per approved design, specifications and direction of E.I m2 596.48 293.5 175066.88
9 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E / I. m3 96.91 5389.2 522267.37
10 5.3.9 Providing and laying P.C.C. M-150 with nominal mix of (1:2.:4 ) 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. m3 4.5 6606.5 29729.25
11 5.6.1.3 5.6.1.3 Labour for laying, fitting and fixing NP2 pipe with collors 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 300 mm Dia NP2 HP ( 5.6.1.3 ) m2 29.25 976.1 28550.93
12 5.3.19 5.3.19 Providing shuttering including strutting proping etc. and its removal after use in various companants of canal structure or embankment structure as per specification & direction of E/I. m2 156.07 586 91457.02
13 5.3.20 5.3.20 Providing centering including strutting. Propping etc. and removing after use in deck slab as per specifications and direction of E/I. m2 12 797.3 9567.6
14 5.1.47 Earth work by excavator and spreader or tractor leveler in lower level canal or flood embankment or dhar ( like minor, sub minor, jamindari bandh, pynes etc. where tipper is not needed ) all type 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 finising including new construction, repair or restoration in ordinary soil including cutting , loading, carriage from pit to banks or embankments, unloading, spreading, clod breaking and lying in layers properly with lead below 15 metre and with all lifts all complete job as per specification and direction of E/I. m3 181.85 98.9 17984.97
15 5.1.46.6 5.1.46 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 ) 0
16 5.3.10 5.3.10 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 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. m3 23.84 7150.9 170477.46
17 5.3.13 5.3.13 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3) in deck slab 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 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. m3 7.26 7205.8 52314.11
18 5.3.15 5.3.15 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3) in wearing coat over deck slab 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. m3 0.9 6932.4 6239.16
19 5.8.6 a 5.8.6a Providing weep hole with dry graded stone single filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I NOS, 28 114.4 3203.2
20 5.3.22 5.3.22 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. (8mm to 12mm) 0
21 Carrage of Materials 0
i Cement- Lead 8 km from Bhabua to Work Site MT 83.11 462.8 38463.31
ii Sone Sand- Lead 77 km from Dehri to work site. m3 139.14 1952.5 271670.85
iii Stone chips- Lead 75 km fro Ahiraura to worksite m3 128.87 1910.7 246231.91
iv Bricks – Lead 8 km from Bhabua to Work Site %Nos. 90269 1906 172052.71
v Local Sand- Lead 3 km (2s+1k) Local m3 92.97 227 21104.19
vi Hume Pipe NP2 (300 mm) - Lead 8 km from Bhabua to Work Site m 29.25 61.71 1805.02
vii Steel- Lead 8 km from Bhabua to Work Site MT 5.86 462.8 2712.01
ADD L. CESS @ 1% 39436.35
Grand Total Rs.
Permissible limit.
1 Estimated cost :- (A)
2 Cost of Govt. Material :- Rs.- Nil (B)
3 Permissible limit :- Nil
4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023
5 Name of the Contractor :-
6 Address of the Contractor :-
7 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. IN FIG.
Executive Engineer, Sone High Level Canal Division, Bhabhua
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Technical bid.doc
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Technical bid.doc
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order_0200.pdf
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