Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

Technical Sheet

Name of Work Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty. Cost of Work as per BOQ Rs.50,96,600.00 Time of Completion in Days 2 Months

Sl No. Items Requirement

Introduction of Tenderers Name of the tenderer(s) of tendering firm-telephone no,fax no. & Email

Address of the head office in India - telephone no,fax 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, Tirhut Canal Division, Hajipur (Pay either online or offline)

Bid Security Amount - Rs. 1,02,000=00 Bid Security Amount - Rs.

2 Time of Completion 2 Months

3 Registration No.

4 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work

5 Availability of Key equipment (either owned or leased or by procurement)

Type of equipment Max. age as in (Years) Nos. Required

Pocklain / Excavator / Front End Loader 8/8/8 1/1/1

Tractor / Tipper / Dumper 5/6/6 2/1/1

Concrete mixes with integral weigh batching facility 5 1

6 Availability of Key personnel

Personnel Qualification Nos. Required

Site Engineer BE Civil + 7 years experience (3 years experience of irrigation works) or retired AE

Site Supervisor Fresh Graduate in civil or Diploma Civil + 03 years Experience or retired I.T.I Holder 1

7 Character Certificate as per W.R.D. Letter no 124 dated 04.02.2021

8 I.T. & GST Registration & clearance Certificate

9 Labour License

10 NOC for Debar

11 Affidavit in required format as per NIT (Should be after the publication date of the tender)

BILL OF QUANTITY

Name of work :- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

Estimated Cost :- 5096600.00

Earnest Money :- 102000.00

Cost of BOQ :- 10590.00

Date of Tender :- 03-27-26

Time of Completion of Work :- 75 Days

SL No. ITEM OF WORK QTY. UNIT 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 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I.(5.1.27) 304.3466 cum 197.88 60224.10

2 Providing coarse clean local sand in filling in foundation trenches including ramming, watering ,royalty aill complete job as per specifications and direction of E/I (5.1.37) 14.99 cum 341.55 5119.51

3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/ (5.7.14) 95.20 Sqm 280.73 26725.10

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, . excluding cost of form work as well reinforcement; its- cutting, bending, binding and placing complete job including royalty as-per-specifications and direction of E/I. (Taking Rate of| approved quality of aggregate as per"De5|gn) ( Rate of Coarse aggregates 20 mm To 10 mm Taken ") (5.3.4) 124.31 cum 6448.30 801597.34

5 |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 /1. (5.4.2) 80.51 cum 5056.70 407132.43

6 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 etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and -placing complete job as per specifications and direction of E/l. (Taking Rate of approved quality of aggregate as per Design) ( Rate of Coarse aggregates 20 mm To 10 mm Taken )(5.3.9) 11.47 cum 6448.30 73947.90

7(i) Supplying and laying of NP2 type R.C.C. Hume Pipe in inner dia 300 mm dia …...(IS 458-1971) 32.00 m 424.32 13578.24

7(ii) |Labour for laying, fitting and fixing NP, 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.(5.6.1.3) |300 mm dia NP, H.P 32.00 m 458.44 14669.95

8 |Providing shuttering including strutting,propping etc. and its removal after use , ! in foundation as per specifications and direction of E/I. (5.3.18) 139.87 Sqm 585.96 81956.32

9 |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- etc. complete job as per specification and direction of E /|.(5.5.2) 58.13 Sqm 219.70 12770.06

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 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 mir. complete job as per specifications and direction of E/I.(5.1.31) 127.68 cum 151.08 19289.85

11 Carriage of Material (Mahua & Kanhauli)

(c) Stone chips 58.53 cum 2788.71 163222.15

(d) Local sand 6.97 cum 491.91 3429.62

(f) Np2 Hume Pipe 300mm dia 18.00 M 122.50 2205.00

12 Carriage of Material (Hajipur)

(c) Stone chips 37.89 cum 2530.33 95874.20

(d) Local sand 11.62 cum 416.90 4843.13

(f) Np2 Hume Pipe 300mm dia 22.00 M 121.00 2662.00

13 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 wiil 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 metre from centre of bank to nearest boundary of pit will be more than 150 metre ) and with all lifts all complete job as per specifications and direction of E/I. (mode of measurement-sectional measurement of compacted earth) E/I. (5.1.46)

14 Jungle clearance in borrow area, building premises; flanks, slope of existing road canal etc. embankment by Jungle,bushes from top inculuding weeding out of shurbs including root and leveling complete job as per Specification and direction of E/I.(5.1.43) 202277.17 Sqm 3.97 803428.20

Total 4250959.03

Add Labour Cess @1% 42509.59

Add Seigneorage @10% of Royality 25643.90

Total 4319112.52

Grand Total Rs. 5096552.77

(Rs. Fifty lac ninety six thousand six hundred only)

Executive Engineer

Tirhut Canal division,Hajipur

General Abstract of cost

Name of Work :- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

SL No. ITEM OF WORK QTY. UNIT 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 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I.(5.1.27) 304.3466 cum 197.88 60224.10

2 Providing coarse clean local sand in filling in foundation trenches including ramming, watering ,royalty aill complete job as per specifications and direction of E/I (5.1.37) 14.99 cum 341.55 5119.51

3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/ (5.7.14) 95.20 Sqm 280.73 26725.10

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, . excluding cost of form work as well reinforcement; its- cutting, bending, binding and placing complete job including royalty as-per-specifications and direction of E/I. (Taking Rate of| approved quality of aggregate as per"De5|gn) ( Rate of Coarse aggregates 20 mm To 10 mm Taken ") (5.3.4) 124.31 cum 6448.30 801597.34

5 |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 /1. (5.4.2) 80.51 cum 5056.70 407132.43

6 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 etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and -placing complete job as per specifications and direction of E/l. (Taking Rate of approved quality of aggregate as per Design) ( Rate of Coarse aggregates 20 mm To 10 mm Taken )(5.3.9) 11.47 cum 6448.30 73947.90

7(i) Supplying and laying of NP2 type R.C.C. Hume Pipe in inner dia 300 mm dia …...(IS 458-1971) 32.00 m 424.32 13578.24

7(ii) |Labour for laying, fitting and fixing NP, 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.(5.6.1.3) |300 mm dia NP, H.P 32.00 m 458.44 14669.95

8 |Providing shuttering including strutting,propping etc. and its removal after use , ! in foundation as per specifications and direction of E/I. (5.3.18) 139.87 Sqm 585.96 81956.32

9 |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- etc. complete job as per specification and direction of E /|.(5.5.2) 58.13 Sqm 219.70 12770.06

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 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 mir. complete job as per specifications and direction of E/I.(5.1.31) 127.68 cum 151.08 19289.85

11 Carriage of Material (Mahua & Kanhauli)

(c) Stone chips 58.53 cum 2788.71 163222.15

(d) Local sand 6.97 cum 491.91 3429.62

(f) Np2 Hume Pipe 300mm dia 18.00 M 122.50 2205.00

12 Carriage of Material (Hajipur)

(c) Stone chips 37.89 cum 2530.33 95874.20

(d) Local sand 11.62 cum 416.90 4843.13

(f) Np2 Hume Pipe 300mm dia 22.00 M 121.00 2662.00

13 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 wiil 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 metre from centre of bank to nearest boundary of pit will be more than 150 metre ) and with all lifts all complete job as per specifications and direction of E/I. (mode of measurement-sectional measurement of compacted earth) E/I. (5.1.46)

14 Jungle clearance in borrow area, building premises; flanks, slope of existing road canal etc. embankment by Jungle,bushes from top inculuding weeding out of shurbs including root and leveling complete job as per Specification and direction of E/I.(5.1.43) 202277.17 Sqm 3.97 803428.20

Total 4250959.03

Add Labour Cess @1% 42509.59

Add Seigneorage @10% of Royality 25643.90

Total 4319112.52

Contingency @1% 43191.13

Grand Total Rs. 5139743.89

Junior Engineer Sub Divisional Officer Executive Engineer

Tirhut Canal SubDivision Tirhut Canal SubDivision Tirhut Canal division,Hajipur

SL.No Particulars Description

1 Name of Scheme : Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

A. Outcomes From This Project

i) Annual Crop Land Irrigate during Kharif Irrigation say 1 Acres @ 88 Per Acre : 643.12 lac

ii) Annual Crop Land Irrigate during Rabi Irrigation say 1 Acres @ 75 Per Acre : 377.24 lac

iii) Ground Water Reachrged of that region :

Total (A) 1,020.36 Lac

B. Cost of This Project

i) Jungle Clearnce : 9.658 Lac

ii) Strengthening of Embankment : 17.118 Lac

iii) Structure Cost 24.617 Lac

Total (B) : 51.393 Lac

B.C. Ratio = A/B : 19.854: 1

Water Resources Department

Name Of Work:- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty. under Tirhut Canal Division , Hajipur.

C.E. ZONE -: IRRIGATION CREATION WRD MOTIHARI.

CIRCLE :- TIRHUT CANAL CIRCLE MUZAFFARPUR.

DIVISION:- TIRHUT CANAL DIVISION HAJIPUR

FINANCIAL YEAR - 2025 -26 s

ESTIMATED COST :- RS. 5140000.00

BILL OF QUANTITY

Name of work :- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

Estimated Cost :- 5096600.00

Earnest Money :- 102000.00

Cost of BOQ :- 10590.00

Date of Tender :- 28/04/2026

Time of Completion of Work :- 2 MONTHS

SL No. ITEM OF WORK QTY. UNIT 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 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I.(5.1.27) 304.3466 cum 197.88 60224.10

2 Providing coarse clean local sand in filling in foundation trenches including ramming, watering ,royalty aill complete job as per specifications and direction of E/I (5.1.37) 14.99 cum 341.55 5119.51

3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/ (5.7.14) 95.20 Sqm 280.73 26725.10

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, . excluding cost of form work as well reinforcement; its- cutting, bending, binding and placing complete job including royalty as-per-specifications and direction of E/I. (Taking Rate of| approved quality of aggregate as per"De5|gn) ( Rate of Coarse aggregates 20 mm To 10 mm Taken ") (5.3.4) 124.31 cum 6448.30 801597.34

5 |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 /1. (5.4.2) 80.51 cum 5056.70 407132.43

6 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 etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and -placing complete job as per specifications and direction of E/l. (Taking Rate of approved quality of aggregate as per Design) ( Rate of Coarse aggregates 20 mm To 10 mm Taken )(5.3.9) 11.47 cum 6448.30 73947.90

7(i) Supplying and laying of NP2 type R.C.C. Hume Pipe in inner dia 300 mm dia …...(IS 458-1971) 32.00 m 424.32 13578.24

7(ii) |Labour for laying, fitting and fixing NP, 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.(5.6.1.3) |300 mm dia NP, H.P 32.00 m 458.44 14669.95

8 |Providing shuttering including strutting,propping etc. and its removal after use , ! in foundation as per specifications and direction of E/I. (5.3.18) 139.87 Sqm 585.96 81956.32

9 |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- etc. complete job as per specification and direction of E /|.(5.5.2) 58.13 Sqm 219.70 12770.06

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 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 mir. complete job as per specifications and direction of E/I.(5.1.31) 127.68 cum 151.08 19289.85

11 Carriage of Material (Mahua & Kanhauli)

(c) Stone chips 58.53 cum 2788.71 163222.15

(d) Local sand 6.97 cum 491.91 3429.62

(f) Np2 Hume Pipe 300mm dia 18.00 M 122.50 2205.00

12 Carriage of Material (Hajipur)

(c) Stone chips 37.89 cum 2530.33 95874.20

(d) Local sand 11.62 cum 416.90 4843.13

(f) Np2 Hume Pipe 300mm dia 22.00 M 121.00 2662.00

13 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 wiil 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 metre from centre of bank to nearest boundary of pit will be more than 150 metre ) and with all lifts all complete job as per specifications and direction of E/I. (mode of measurement-sectional measurement of compacted earth) E/I. (5.1.46)

14 Jungle clearance in borrow area, building premises; flanks, slope of existing road canal etc. embankment by Jungle,bushes from top inculuding weeding out of shurbs including root and leveling complete job as per Specification and direction of E/I.(5.1.43) 202277.17 Sqm 3.97 803428.20

Total 4250959.03

Add Labour Cess @1% 42509.59

Add Seigneorage @10% of Royality 25643.90

Total 4319112.52

Grand Total Rs. 5096552.77

(Rs. Fifty lac ninety six thousand six hundred only)

Executive Engineer

Tirhut Canal division,Hajipur

General Abstract of cost

Name of Work :- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

SL No. ITEM OF WORK QTY. UNIT 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 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I.(5.1.27) 304.3466 cum 197.88 60224.10

2 Providing coarse clean local sand in filling in foundation trenches including ramming, watering ,royalty aill complete job as per specifications and direction of E/I (5.1.37) 14.99 cum 341.55 5119.51

3 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/ (5.7.14) 95.20 Sqm 280.73 26725.10

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, . excluding cost of form work as well reinforcement; its- cutting, bending, binding and placing complete job including royalty as-per-specifications and direction of E/I. (Taking Rate of| approved quality of aggregate as per"De5|gn) ( Rate of Coarse aggregates 20 mm To 10 mm Taken ") (5.3.4) 124.31 cum 6448.30 801597.34

5 |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 /1. (5.4.2) 80.51 cum 5056.70 407132.43

6 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 etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and -placing complete job as per specifications and direction of E/l. (Taking Rate of approved quality of aggregate as per Design) ( Rate of Coarse aggregates 20 mm To 10 mm Taken )(5.3.9) 11.47 cum 6448.30 73947.90

7(i) Supplying and laying of NP2 type R.C.C. Hume Pipe in inner dia 300 mm dia …...(IS 458-1971) 32.00 m 424.32 13578.24

7(ii) |Labour for laying, fitting and fixing NP, 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.(5.6.1.3) |300 mm dia NP, H.P 32.00 m 458.44 14669.95

8 |Providing shuttering including strutting,propping etc. and its removal after use , ! in foundation as per specifications and direction of E/I. (5.3.18) 139.87 Sqm 585.96 81956.32

9 |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- etc. complete job as per specification and direction of E /|.(5.5.2) 58.13 Sqm 219.70 12770.06

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 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 mir. complete job as per specifications and direction of E/I.(5.1.31) 127.68 cum 151.08 19289.85

11 Carriage of Material (Mahua & Kanhauli)

(c) Stone chips 58.53 cum 2788.71 163222.15

(d) Local sand 6.97 cum 491.91 3429.62

(f) Np2 Hume Pipe 300mm dia 18.00 M 122.50 2205.00

12 Carriage of Material (Hajipur)

(c) Stone chips 37.89 cum 2530.33 95874.20

(d) Local sand 11.62 cum 416.90 4843.13

(f) Np2 Hume Pipe 300mm dia 22.00 M 121.00 2662.00

13 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 wiil 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 metre from centre of bank to nearest boundary of pit will be more than 150 metre ) and with all lifts all complete job as per specifications and direction of E/I. (mode of measurement-sectional measurement of compacted earth) E/I. (5.1.46)

14 Jungle clearance in borrow area, building premises; flanks, slope of existing road canal etc. embankment by Jungle,bushes from top inculuding weeding out of shurbs including root and leveling complete job as per Specification and direction of E/I.(5.1.43) 202277.17 Sqm 3.97 803428.20

Total 4250959.03

Add Labour Cess @1% 42509.59

Add Seigneorage @10% of Royality 25643.90

Total 4319112.52

Contingency @1% 43191.13

Grand Total Rs. 5139743.89

Junior Engineer Sub Divisional Officer Executive Engineer

Tirhut Canal SubDivision Tirhut Canal SubDivision Tirhut Canal division,Hajipur

SL.No Particulars Description

1 Name of Scheme : Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty.

A. Outcomes From This Project

i) Annual Crop Land Irrigate during Kharif Irrigation say 1 Acres @ 88 Per Acre : 643.12 lac

ii) Annual Crop Land Irrigate during Rabi Irrigation say 1 Acres @ 75 Per Acre : 377.24 lac

iii) Ground Water Reachrged of that region :

Total (A) 1,020.36 Lac

B. Cost of This Project

i) Jungle Clearnce : 9.658 Lac

ii) Strengthening of Embankment : 17.118 Lac

iii) Structure Cost 24.617 Lac

Total (B) : 51.393 Lac

B.C. Ratio = A/B : 19.854: 1

Water Resources Department

Name Of Work:- Embankment and CD repair work of GSBC 7.93 to 14.09 Km , Jungle clearance and CD Repair of 0.00 to 10.06 Km, Jungle clearance and Embankment Repair of 0.00 to 10.21 Km of DSBC,Embankment Repair of 0.00 to 7.93 Km of GSBC,Embankment Repair of 0.00 to 13.72 Km of Jalalpur Disty. ,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 6.09 Km of Jandaha Disty., Embankment Repair of 0.00 to 6.21 Km of Mahua sub Disty.,Embankment Repair of 0.00 to 23.78 Km of MBC,Embankment Repair of 23.78 to 27.78 Km of MBC,Outlet Work, Jungle clearance and Embankment Repair of 0.00 to 3.87 Km of Nagarwan Disty.,Embankment Repair of 0.00 to 7.32 Km of Tejpurwa sub Disty.,Outlet Work of 0.00 to 4.27 Km of Tisiauta sub Disty. under Tirhut Canal Division , Hajipur.

C.E. ZONE -: IRRIGATION CREATION WRD MOTIHARI.

CIRCLE :- TIRHUT CANAL CIRCLE MUZAFFARPUR.

DIVISION:- TIRHUT CANAL DIVISION HAJIPUR

FINANCIAL YEAR - 2025 -26 s

ESTIMATED COST :- RS. 5140000.00