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Tender ID
Tender Value
₹69.5 L
EMD Value
₹1.4 L
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
SLR BRIDGE (BOX CULVERT), PROTECTION WALL ,INLET /OUTLET AND DESILTATION IN DIFFERENT CANAL OF KOHIRA DAM SYSTEM
129988
NIT 01 /2026-2027 GR-06
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 and technical sheet
CIVIL
PERCENTAGE
L1
1
10 documents required · 10 mandatory
₹10,000
Processing Fee: 590
₹1.4 L
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 SLR BRIDGE (BOX CULVERT), PROTECTION WALL ,INLET /OUTLET AND DESILTATION IN DIFFERENT CANAL OF KOHIRA DAM SYSTEM
Last Date and time of Tender Uploading :- 04.05.2026 UPTO 3.00 P.M.
Estimated Cost:- Rs. 69,46,601.00
Earnest Money :- Rs. 1,39,000.00
Date of Completion :- 31 MAY, 2026
Cost of BOQ pay online mode only:- Rs 10,000.00
E-Tendering Processing fee pay on online mode only: - Rs. 590.00
Sl. No. Item Quantity Unit 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 mtr. and average lift of 1.5 mtr. Including leveling, ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. 623.64 cum 197.9 123418.356
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. 207.78 cum 151.1 31395.557999999997
3 5.1.37 Providing coarse 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. 53.48 cum 346.9 18552.211999999996
4 5.3.4 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 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. 132.19 cum 6606.5 873313.235
5/6 5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality 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 and all taxes etc. complete job as per specification and direction of E / I. 230.89 cum 5215.4 1204183.7059999998
6/7 5.5.2 Providing 12 mm thick cement plaster ( 1: 4 ) with approved quality sand of requisite F.M . Washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. 311 sqm 218 67798
7/9 5.7.14 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I. 351.46 sqm 293.5 103153.51
8/10 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality 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 and all taxes etc. complete job as per specification and direction of E / I. 133.9 cum 5389.2 721613.88
9/11 5.3.9 Providing and laying P.C.C. or R.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 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. 4.03 cum 6606.5 26624.195000000003
10/12 5.6.1 (3) Labour for laying, fiting 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 completeas per specification and direction of E / I. (300mm) 21 Mtr 976.1 20498.100000000002
11/15 5.8.9 Dismantling RCC Work including stacking serviceable material in stacks within 15 meters lead and disposal of unserviceable materials with all leads.as per building specification and direction of E/I. 3.58 Cum 2516.5 9009.07
12/17 5.3.19 Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. 60.3 sqm 586 35335.799999999996
13/19 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 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 jobas per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 2979.35 Cum 98.9 294657.715
14/20 5.1.46.3 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 ) 2648 cum 307 812936
15/22 15.9.2 BCD Demolishing stone rubble masonary including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.(15.9.2)in cement mortar. 89.08 cum 1173.44 104530.0352
16/23 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 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. 8.12 Cum 7150.9 58065.30799999999
17/24 5.3.13Providing 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. 10.35 Cum 7205.8 74580.03
18/25 5.3.15 Providing and laying P.C.C. or R.C.C M-150 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. 1.35 Cum 6932.4 9358.74
19/26 5.3.20 Providing centering including strutting,propping etc. and removing after use in deck slab as per specifications and direction of E/I. 22.4 Sqm 797.3 17859.519999999997
20/27 5.8.6 (B) Providing weep holes with dry graded Jhama metal filter of 20 mm to 40 mm siz in abutment and wing wall, as per specification and direction of E/I 36 Each 233.9 8420.4
21/28 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.
22/36 Carriage of materials-
(I) Cement - Lead 5km from Av. (Chainpur, hata) 129.27 MT 389.6 50363.592000000004
(II) sone sand - Lead 80 km from Dehri Av. 192.85 Cum 2022.6 390058.41
(III) Local Sand -Lead 3 km 58.85 Cum 202.7 11928.895
(IV) Bricks- From kiln to work site -Lead -08 km Av. 171843.85 0% nos. 1906.4 327603.11564000003
(V) Stone chips- From Ahraura to work site -Lead 68 km Av. 139.6 cum 1747.2 243909.12
(VI) Steel - Lead 5 km from Av.( Chainpur,hata) 0.86 MT 389.6 335.05600000000004
(VII) NP 2 PIPE -LEAD 20 KM AV. Bhabua av. 21 Mtr. 100.75 2115.75
Add S.F. 129571
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 SLR BRIDGE (BOX CULVERT), PROTECTION WALL ,INLET /OUTLET AND DESILTATION IN DIFFERENT CANAL OF KOHIRA DAM SYSTEM Cost of Work as per BOQ Rs. 69,46,601.00 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. 1,39,000.00 Bid Security Amount - Rs.
2 Time of Completion
3 Registration No.
4 Character Certificate
5 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work
6 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 3 years Exp. Or retired I.T.I. Holder 1
7 Availability of Key equipment (either owned or leased or by procurement)
Type of equipment Max. age No.
Tractor/ Tipper/Dumper 5/6/6 2/1/1
Excavator/ Poklane/ Front loader/ any front loading machine 8 1
8 Affidavit in required format (Should be after the publication date of the NIT)
BILL OF QUANTITY FOR SLR BRIDGE (BOX CULVERT), PROTECTION WALL ,INLET /OUTLET AND DESILTATION IN DIFFERENT CANAL OF KOHIRA DAM SYSTEM
Last Date and time of Tender Uploading :- 04.05.2026 UPTO 3.00 P.M.
Estimated Cost:- Rs. 69,46,601.00
Earnest Money :- Rs. 1,39,000.00
Date of Completion :- 31 MAY, 2026
Cost of BOQ pay online mode only:- Rs 10,000.00
E-Tendering Processing fee pay on online mode only: - Rs. 590.00
Sl. No. Item Quantity Unit 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 mtr. and average lift of 1.5 mtr. Including leveling, ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. 623.64 cum 197.9 123418.356
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. 207.78 cum 151.1 31395.557999999997
3 5.1.37 Providing coarse 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. 53.48 cum 346.9 18552.211999999996
4 5.3.4 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 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. 132.19 cum 6606.5 873313.235
5/6 5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality 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 and all taxes etc. complete job as per specification and direction of E / I. 230.89 cum 5215.4 1204183.7059999998
6/7 5.5.2 Providing 12 mm thick cement plaster ( 1: 4 ) with approved quality sand of requisite F.M . Washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. 311 sqm 218 67798
7/9 5.7.14 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I. 351.46 sqm 293.5 103153.51
8/10 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality 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 and all taxes etc. complete job as per specification and direction of E / I. 133.9 cum 5389.2 721613.88
9/11 5.3.9 Providing and laying P.C.C. or R.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 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. 4.03 cum 6606.5 26624.195000000003
10/12 5.6.1 (3) Labour for laying, fiting 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 completeas per specification and direction of E / I. (300mm) 21 Mtr 976.1 20498.100000000002
11/15 5.8.9 Dismantling RCC Work including stacking serviceable material in stacks within 15 meters lead and disposal of unserviceable materials with all leads.as per building specification and direction of E/I. 3.58 Cum 2516.5 9009.07
12/17 5.3.19 Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. 60.3 sqm 586 35335.799999999996
13/19 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 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 jobas per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 2979.35 Cum 98.9 294657.715
14/20 5.1.46.3 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 ) 2648 cum 307 812936
15/22 15.9.2 BCD Demolishing stone rubble masonary including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.(15.9.2)in cement mortar. 89.08 cum 1173.44 104530.0352
16/23 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 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. 8.12 Cum 7150.9 58065.30799999999
17/24 5.3.13Providing 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. 10.35 Cum 7205.8 74580.03
18/25 5.3.15 Providing and laying P.C.C. or R.C.C M-150 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. 1.35 Cum 6932.4 9358.74
19/26 5.3.20 Providing centering including strutting,propping etc. and removing after use in deck slab as per specifications and direction of E/I. 22.4 Sqm 797.3 17859.519999999997
20/27 5.8.6 (B) Providing weep holes with dry graded Jhama metal filter of 20 mm to 40 mm siz in abutment and wing wall, as per specification and direction of E/I 36 Each 233.9 8420.4
21/28 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.
22/36 Carriage of materials-
(I) Cement - Lead 5km from Av. (Chainpur, hata) 129.27 MT 389.6 50363.592000000004
(II) sone sand - Lead 80 km from Dehri Av. 192.85 Cum 2022.6 390058.41
(III) Local Sand -Lead 3 km 58.85 Cum 202.7 11928.895
(IV) Bricks- From kiln to work site -Lead -08 km Av. 171843.85 0% nos. 1906.4 327603.11564000003
(V) Stone chips- From Ahraura to work site -Lead 68 km Av. 139.6 cum 1747.2 243909.12
(VI) Steel - Lead 5 km from Av.( Chainpur,hata) 0.86 MT 389.6 335.05600000000004
(VII) NP 2 PIPE -LEAD 20 KM AV. Bhabua av. 21 Mtr. 100.75 2115.75
Add S.F. 129571
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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