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| # | Company | Amount |
|---|---|---|
| 1 | ₹22.4 L |
Tender Value
₹34.5 L
EMD Value
₹69,000
Closing Date
7 May 2026, 3:00 pmClosed
KUMAR BRAJESH
EE
EE TCD DIVI RAXAUL
SUSHIL PRAKASH
SE
Repair work of Aqueduct at 0.348 km & 6.065 km of Phulwaria LMC,Fall cum SLR Bridge at 2.60 km of Phulwaria RMC , Fall cum SLR Bridge at 9.14 km & Culvert at 17.10 km of Phulwaria LBC and Aqueduct cum Bridge at 3.60 km of Kol Mahadeo Bahiyara Main Canal under Irrigation Division Rajauli (Nawada)
129911
02/2026-27/Rajauli
Open Tender
CIVIL
Nawada
• Earnest Money
• Time of Completion
• Registration No.
• Character Certificate
• Affidavit in required format (Should be after the publication date of the NIT)
CIVIL
PERCENTAGE
L1
1
7 documents required · 7 mandatory
₹5,000
Processing Fee: 590
₹69,000
9 Jul 2026
28 Apr 2026
8 May 2026
28 Apr 2026
7 May 2026
28 Apr 2026
Technical Sheet
Name of Work Repair work of Aqueduct at 0.348 km & 6.065 km of Phulwaria LMC,Fall cum SLR Bridge at 2.60 km of Phulwaria RMC , Fall cum SLR Bridge at 9.14 km & Culvert at 17.10 km of Phulwaria LBC and Aqueduct cum Bridge at 3.60 km of Kol Mahadeo Bahiyara Main Canal under Irrigation Division Rajauli (Nawada) Cost of Work as per BOQ Rs. 3447564.00 Date of Completion Six Month
Sl No. Items Requirement
Introduction of Tenderers Name of the tenderer(s) of tendering firm-telephone no., Mobile no. & Email
Address of the head office in India - telephone no., Mobile no. & Email
Address of the branch office in India
Nature of Constitution of the firm
Names of partners and their addresses.
1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Irrigation Division, Rajauli (Pay either online or offline)
Rs. 69000/- Bid Security Amount - Rs.
2 Date of Completion Six month
3 Registration No.
4 PAN & GST No.
5 Character Certificate issued from S.P. Office for all members
6 Affidavit in required format as per NIT (Should be after the publication date of the tender)
BILL OF QUANTITIES
Name of work:- Repair work of Aqueduct at 0.348 km & 6.065 km of Phulwaria LMC,Fall cum SLR Bridge at 2.60 km of Phulwaria RMC , Fall cum SLR Bridge at 9.14 km & Culvert at 17.10 km of Phulwaria LBC and Aqueduct cum Bridge at 3.60 km of Kol Mahadeo Bahiyara Main Canal under Irrigation Division Rajauli (Nawada)
Sl. No. ITEM OF WORK UNIT Qty Rate Amount
1 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 levelling, ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (SOR It. No.-5.1.27) cum 419.50 197.90 83019.05
2 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.(SOR It. No.-5.1.31) cum 29.40 151.10 4442.34
3 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. (SOR It. No.-5.1.37) cum 14.96 344.10 5147.74
4 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 ).(SOR It. No.-5.1.47) cum 735.70 98.40 72392.88
5 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.(SOR It. No.-5.3.4) cum 43.50 6377.10 277403.85
6 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 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. (SOR It. No.-5.3.5) cum 4.63 6892.50 31912.28
7 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 etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete jobas per specifications and direction of E/I.(SOR It. No.-5.3.13) Cum 13.32 6947.40 92539.37
8 Providing shuttering including strutting. Proping etc. and its removal after use in foundation as per specifications and direction of E/I.(SOR It. No.-5.3.18) sqm 111.01 568.00 63053.68
9 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. (SOR It. No.-5.3.22)
10 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.(SOR It. No.-5.4.2) cum 197.94 4930.80 976002.55
11 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.(SOR It. No.-5.4.6) cum 52.09 5104.60 265898.61
12 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. (SOR It. No.-5.5.2) Sqm 470.99 214.60 101074.45
13 Providing 1.5 mm thick cement punning including curing, , royalty and all taxes etc. complete job as per specification and direction of E / I. (SOR It. No.-5.5.10) sqm 398.26 65.70 26165.68
14 Providing designation 100A one brick flat soling joints filled sand incloding cost of watering, taxes ,royality as per specification and direction of E/I.(SOR It. No.-5.7.14) sqm 124.00 276.90 34335.60
15 Supplying, fitting and fixing copper strip of 16 gauge of approved quality ( with 99 % purity ) in expansion joints complete job as per drawing, specifications and direction of E/I.(SOR It. No.-5.8.1) Kg 294.00 679.00 199626.00
16 Providing weep holes with dry graded Stone metal filter of 20 mm to 40 mm siz in abutment and wing wall as per specification and direction of E/I. (SOR It. No.-5.8.6.a) nos 56.00 111.40 6238.40
17 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Meter lead and disposal of unserviceable materials with all leads. as per building specifications and direction of E/I.(SOR It. No.-5.8.7) sqm 18.56 701.70 13023.55
18 Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads as per building specifications and direction of E/I.(SOR It. No.-5.8.10) sqm 124.80 27.60 3444.48
19.1 Cement Lead from rajauli to site (L=24P+1K) MT 55.21 737.00 40689.77
19.2 Steel Lead from rajauli to site (L=24P+1K) MT 1.562 737.00 1151.19
19.3 coarse sand Lead from nawada to site (L=34P+1K) cum 115.40 983.80 113530.52
19.4 Local sand (L=2P+1K) cum 16.85 251.70 4241.15
19.5 Stone metal from domchanch to site (L=47P+1K) cum 6.33 1395.70 8834.78
19.6 Stone chips from domchanch to site (L=47P+1K) cum 54.58 1281.30 69933.35
Sub-Total 2825674.06
Labour cess @ 1% 28256.74
Seignorage fee 67733.40
Grand- Total 3447564.00
BILL OF QUANTITIES
Name of work:- Repair work of Aqueduct at 0.348 km & 6.065 km of Phulwaria LMC,Fall cum SLR Bridge at 2.60 km of Phulwaria RMC , Fall cum SLR Bridge at 9.14 km & Culvert at 17.10 km of Phulwaria LBC and Aqueduct cum Bridge at 3.60 km of Kol Mahadeo Bahiyara Main Canal under Irrigation Division Rajauli (Nawada)
Sl. No. ITEM OF WORK UNIT Qty Rate Amount
1 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 levelling, ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (SOR It. No.-5.1.27) cum 419.50 197.90 83019.05
2 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.(SOR It. No.-5.1.31) cum 29.40 151.10 4442.34
3 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. (SOR It. No.-5.1.37) cum 14.96 344.10 5147.74
4 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 ).(SOR It. No.-5.1.47) cum 735.70 98.40 72392.88
5 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.(SOR It. No.-5.3.4) cum 43.50 6377.10 277403.85
6 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 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. (SOR It. No.-5.3.5) cum 4.63 6892.50 31912.28
7 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 etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete jobas per specifications and direction of E/I.(SOR It. No.-5.3.13) Cum 13.32 6947.40 92539.37
8 Providing shuttering including strutting. Proping etc. and its removal after use in foundation as per specifications and direction of E/I.(SOR It. No.-5.3.18) sqm 111.01 568.00 63053.68
9 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. (SOR It. No.-5.3.22)
10 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.(SOR It. No.-5.4.2) cum 197.94 4930.80 976002.55
11 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.(SOR It. No.-5.4.6) cum 52.09 5104.60 265898.61
12 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. (SOR It. No.-5.5.2) Sqm 470.99 214.60 101074.45
13 Providing 1.5 mm thick cement punning including curing, , royalty and all taxes etc. complete job as per specification and direction of E / I. (SOR It. No.-5.5.10) sqm 398.26 65.70 26165.68
14 Providing designation 100A one brick flat soling joints filled sand incloding cost of watering, taxes ,royality as per specification and direction of E/I.(SOR It. No.-5.7.14) sqm 124.00 276.90 34335.60
15 Supplying, fitting and fixing copper strip of 16 gauge of approved quality ( with 99 % purity ) in expansion joints complete job as per drawing, specifications and direction of E/I.(SOR It. No.-5.8.1) Kg 294.00 679.00 199626.00
16 Providing weep holes with dry graded Stone metal filter of 20 mm to 40 mm siz in abutment and wing wall as per specification and direction of E/I. (SOR It. No.-5.8.6.a) nos 56.00 111.40 6238.40
17 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Meter lead and disposal of unserviceable materials with all leads. as per building specifications and direction of E/I.(SOR It. No.-5.8.7) sqm 18.56 701.70 13023.55
18 Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads as per building specifications and direction of E/I.(SOR It. No.-5.8.10) sqm 124.80 27.60 3444.48
19.1 Cement Lead from rajauli to site (L=24P+1K) MT 55.21 737.00 40689.77
19.2 Steel Lead from rajauli to site (L=24P+1K) MT 1.562 737.00 1151.19
19.3 coarse sand Lead from nawada to site (L=34P+1K) cum 115.40 983.80 113530.52
19.4 Local sand (L=2P+1K) cum 16.85 251.70 4241.15
19.5 Stone metal from domchanch to site (L=47P+1K) cum 6.33 1395.70 8834.78
19.6 Stone chips from domchanch to site (L=47P+1K) cum 54.58 1281.30 69933.35
Sub-Total 2825674.06
Labour cess @ 1% 28256.74
Seignorage fee 67733.40
Grand- Total 3447564.00
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