Desilting & Embankment protection works at various locations between CH. 15.90 to 18.86 Km of Telhara Branch Canal and construction of 13 Nos. Outlets in Gomhar Pyne.

TECHNICAL SHEET

Name of Work Desilting & Embankment protection works at various locations between CH. 15.90 to 18.86 Km of Telhara Branch Canal and construction of 13 Nos. Outlets in Gomhar Pyne. Cost of Work as per BOQ Rs. 17,99,749.00 Date of Completion 15.06.2026

Last date of uploading Tender 19.05.2026

Sl No. Items Requirement

1 Name of the contractor

2 Address of the contractor

3 Earnest Money As per NIT issued in the name of Executive Engineer, Irrigation Division, Biharsharif. (Pay either online or offline)

Bid Security Amount - Rs. 36,000.00 Bid Security Amount - Rs.

Bid validity periods in days- 120 days Bid validity periods in days

4 Registration No.

6 G.S.T. Registration

7 Character Certificate

8 Affidavit in required format (Should be after the publication date of the NIT)

9 Any other Document as Per NIT.

TECHNICAL SHEET

Name of Work Desilting & Embankment protection works at various locations between CH. 15.90 to 18.86 Km of Telhara Branch Canal and construction of 13 Nos. Outlets in Gomhar Pyne. Cost of Work as per BOQ Rs. 17,99,749.00 Date of Completion 15.06.2026

Last date of uploading Tender 19.05.2026

Sl No. Items Requirement

1 Name of the contractor

2 Address of the contractor

3 Earnest Money As per NIT issued in the name of Executive Engineer, Irrigation Division, Biharsharif. (Pay either online or offline)

Bid Security Amount - Rs. 36,000.00 Bid Security Amount - Rs.

Bid validity periods in days- 120 days Bid validity periods in days

4 Registration No.

6 G.S.T. Registration

7 Character Certificate

8 Affidavit in required format (Should be after the publication date of the NIT)

9 Any other Document as Per NIT.

BILL OF QUANTITY

Desilting & Embankment protection works at various locations between CH. 15.90 to 18.86 Km of Telhara Branch Canal and construction of 13 Nos. Outlets in Gomhar Pyne.

Last Date and time of Tender Uploading :- 19.05.2026, 3:00 PM

Estimated Cost:- 1,799,749.00

Earnest Money :- 36,000.00

Date of Completion :- 15.06.2026

Cost of BOQ pay online mode only:- 5,000.00

E-Tendering Processing fee pay on online mode only: - 590.00

Sl. No. Item of Work Unit Quantity Rate Amount

1 Earth work in excavation of foundation trenches in 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.(5.1.27) m3 242.78 197.90 48,046.16

2 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. (5.1.37) m3 18.97 344.10 6,527.58

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/I (5.7.14) m3 126.50 324.30 41023.95

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. (5.3.4) m3 26.91 6415.90 172,651.87

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 / I. (5.4.2) m3 55.28 5555.70 307,119.10

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. (5.4.6) m3 37.22 5729.50 213,251.99

7 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. (5.3.19) m2 64.90 586.00 38,031.40

8 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 / I. (5.5.2) m2 155.00 215.80 33,449.00

9 Providing 1.5 mm thick cement punning including curing, royalty etc. complete job as per specification and direction of E / I. (5.5.10) m2 155.00 65.70 10,183.50

10 Supply of 250 mm dia NP2 Hume pipe (BCD SOR 1702) mtr. 105.00 401.50 42,157.50

11 Supply of 250 mm dia NP2 Collars (BCD SOR 1716) Nos. 29.00 60.50 1,754.50

12 Labour for laying, fitting and fixing NP2 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. (5.6.1.2) mtr. 105.00 388.00 40,740.00

13 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 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I. (5.1.31) m3 108.12 151.10 16,336.93

14 Earth work in filling in canal banks (canal discharge upto 28 cumecs) as well as specila repair of canal bank in ordinary soil in proper profile (vide classification of soil items A) Obtained from borrow area or any other ingredients etc. with initial lead of 30 m and initial lift or 1.5 m including brekaing the cold to maximum 60 mm cube placing the earth in layers not exceeding 225 mm. Thick all complete including royalty as per specifications and direction of E/I (Mode of measurement sectional meausrement of compacted earth)( vide item no. 5.1.25 of I/S/R m3 973.90 199.70 194,487.83

15 (Two Additional Leads) Extra for earth work for ordinary or hard soil ( vide classification of soil item-A and B ) in each additional lead up to 25 M beyond the initial lead of 30 M as per specifications and direction of E/I. (5.1.33.1) m3 273.10 34.80 9,503.88

16 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 ) m3 934.40 98.40 91,944.96

17 Carriage of Materials ;-

ii) Local sand (Lead2P + 1K ) m3 20.87 252.20 5,263.41

iii) Stone chips (Lead-130 km P from Domchanch ) m3 24.22 3131.00 75,832.82

iv Coarse sand (Lead-10 Km P) m3 43.97 379.90 16,704.20

v) Cement (Lead- 5 km P ) MT 20.94 492.60 10,315.04

vi) 250 mm dia hp (Lead- 15 k.m P ) mtr. 105.00 64.70 6,793.50

Add Labour Cess 1 % Rs (B) 14,725.73

18 Seignoirage Fees Rate (10% basic)

iii) Local Sand (M006) m3 20.87 14.81 309.08

iv) Stone Chips (M044) m3 24.22 93.72 2,269.90

Estimated Amount (A)+(B)+(C) = 1,525,210.65

Grand Total (A)+(B)+(C )+(D) 1,799,748.56

BILL OF QUANTITY

Desilting & Embankment protection works at various locations between CH. 15.90 to 18.86 Km of Telhara Branch Canal and construction of 13 Nos. Outlets in Gomhar Pyne.

Last Date and time of Tender Uploading :- 19.05.2026, 3:00 PM

Estimated Cost:- 1,799,749.00

Earnest Money :- 36,000.00

Date of Completion :- 15.06.2026

Cost of BOQ pay online mode only:- 5,000.00

E-Tendering Processing fee pay on online mode only: - 590.00

Sl. No. Item of Work Unit Quantity Rate Amount

1 Earth work in excavation of foundation trenches in 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.(5.1.27) m3 242.78 197.90 48,046.16

2 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. (5.1.37) m3 18.97 344.10 6,527.58

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/I (5.7.14) m3 126.50 324.30 41023.95

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. (5.3.4) m3 26.91 6415.90 172,651.87

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 / I. (5.4.2) m3 55.28 5555.70 307,119.10

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. (5.4.6) m3 37.22 5729.50 213,251.99

7 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. (5.3.19) m2 64.90 586.00 38,031.40

8 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 / I. (5.5.2) m2 155.00 215.80 33,449.00

9 Providing 1.5 mm thick cement punning including curing, royalty etc. complete job as per specification and direction of E / I. (5.5.10) m2 155.00 65.70 10,183.50

10 Supply of 250 mm dia NP2 Hume pipe (BCD SOR 1702) mtr. 105.00 401.50 42,157.50

11 Supply of 250 mm dia NP2 Collars (BCD SOR 1716) Nos. 29.00 60.50 1,754.50

12 Labour for laying, fitting and fixing NP2 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. (5.6.1.2) mtr. 105.00 388.00 40,740.00

13 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 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I. (5.1.31) m3 108.12 151.10 16,336.93

14 Earth work in filling in canal banks (canal discharge upto 28 cumecs) as well as specila repair of canal bank in ordinary soil in proper profile (vide classification of soil items A) Obtained from borrow area or any other ingredients etc. with initial lead of 30 m and initial lift or 1.5 m including brekaing the cold to maximum 60 mm cube placing the earth in layers not exceeding 225 mm. Thick all complete including royalty as per specifications and direction of E/I (Mode of measurement sectional meausrement of compacted earth)( vide item no. 5.1.25 of I/S/R m3 973.90 199.70 194,487.83

15 (Two Additional Leads) Extra for earth work for ordinary or hard soil ( vide classification of soil item-A and B ) in each additional lead up to 25 M beyond the initial lead of 30 M as per specifications and direction of E/I. (5.1.33.1) m3 273.10 34.80 9,503.88

16 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 ) m3 934.40 98.40 91,944.96

17 Carriage of Materials ;-

ii) Local sand (Lead2P + 1K ) m3 20.87 252.20 5,263.41

iii) Stone chips (Lead-130 km P from Domchanch ) m3 24.22 3131.00 75,832.82

iv Coarse sand (Lead-10 Km P) m3 43.97 379.90 16,704.20

v) Cement (Lead- 5 km P ) MT 20.94 492.60 10,315.04

vi) 250 mm dia hp (Lead- 15 k.m P ) mtr. 105.00 64.70 6,793.50

Add Labour Cess 1 % Rs (B) 14,725.73

18 Seignoirage Fees Rate (10% basic)

iii) Local Sand (M006) m3 20.87 14.81 309.08

iv) Stone Chips (M044) m3 24.22 93.72 2,269.90

Estimated Amount (A)+(B)+(C) = 1,525,210.65

Grand Total (A)+(B)+(C )+(D) 1,799,748.56