Embankment Repair, repair of Lining work and construction of 5 no's outlet of 300mm dia within 4.96-10.25km of Dharaut Main Canal

TECHNICAL SHEET

Name of Work Embankment Repair, repair of Lining work and construction of 5 no's outlet of 300mm dia within 4.96-10.25km of Dharaut Main Canal Cost of Work as per BOQ Rs. 19,99,914.00 Date of Completion Two Months

Last date of uploading Tender 09.05.2026

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, Nawada. (Pay either online or offline)

Bid Security Amount - Rs. 40,000.00 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 Embankment Repair, repair of Lining work and construction of 5 no's outlet of 300mm dia within 4.96-10.25km of Dharaut Main Canal Cost of Work as per BOQ Rs. 19,99,914.00 Date of Completion Two Months

Last date of uploading Tender 09.05.2026

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, Nawada. (Pay either online or offline)

Bid Security Amount - Rs. 40,000.00 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.

ch offset distt bm rl

EARTHWORK CALCULATION

NAME OF WORK :- Estimate for bed clearence and jungle clearnance in Right Nala Canal from 4.40KM to 15.70KM under Irrigation Division Nawada.

SL NO CH(IN KM) LENGTH( IN MTR) CUTTING AREA( IN SQM) CUTTING MEAN AREA (IN SQM) CUTTING QTY (IN CUM) FILL AREA(SQM) FILL MEAN AREA(SQM) LENGTH( IN MTR) FILL QTY(CUM)

QTY OF JUNGLE CLEARNACE

NAME OF WORK :- Estimate for bed clearence and jungle clearnance in Right Nala Canal from 4.40KM to 15.70KM under Irrigation Division Nawada.

SL NO CHAIN IN ( KM ) LENGTH IN ( M ) SLOPE+BANK MEAN NET WIDH(MTR) QUANTITY IN SQM

Less Gap @40% 14884.10

EARTHWORK CALCULATION

N/W-Dsilting of Juri-Sathe Distributory from KM- 00 to KM-1.51under Irrigation division,Nawada.

SL NO CH(IN KM) LENGTH( IN MTR) C/S AREA( IN SQM) MEAN C/A (IN SQM) QTY (IN CUM)

ANALYSIS OF RATE

1 5.1.43 Jungle clearance in borrow area, building premises; flanks, slope of existing road and canal etc,embankment by removing the jungle , bushes from top including weeding out shrubs including roots and leveling complete job as per specifications and direction of E/I.

Taking Out put =92.94 Sqm

Unskilled mazdoor for carrying 0.75 nos 428.00 321.00 {SI-1}

Add Overhead charge & C.P@15% 48.15

Rate per sqm Say Rs 4.00 Per M2

2 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 )

(A) Cost of cutting, loading , unloading & placing by excavator 1 M3 capacity

Use rate of Excavator(Rupees per hour) 2288.00 PM3005

Output of Excavator =60 Cum per hour

(B) Cost of spreading by D-80 Dozer

Use rate of D-80 Dozer(Rupees per hour) 4334.00 PM1002

Output of D-80 Dozer =300 Cum per Hour

( C) For dressing & finishing one labour for 100 M3

Unskilled labour 0.01 no 428.00 4.28 {SI-1}

Add Overhead charge & C.P@15% 8.53

Rate per cum Say Rs 65.40 Per M3

Add Royality @ Rs 33.00 33.00 Per M3

Rate per cum Say Rs 98.40 Per M3

Bill of Quantity

NAME OF WORK :- Embankment Repair, repair of Lining work and construction of 5 no's outlet of 300mm dia within 4.96-10.25km of Dharaut Main Canal

Estimated Cost:- 1,999,914.00

Cost of BOQ:- 5,000.00

Earnest money required:- 40,000.00

Time of Completion:- 2 months

Sr. No. Description of Items Unit Quantity Rate Amount

1 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 )(5.1.46)

2 Providing compacted 75 mm thick sand filter of required F.M as per design on slopes and in bed of canal with local sand including cost of water, ramming, leveling and dressing etc. all complete as per specification and direction of E/I(5.2.1) Sqm 766.35 156.30 119,780.51

3 Providing and laying P.C.C M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requisite F.M in lug slab,cross and longitudinal sleeper for lining canal including cost of form work and its removal,curing, royalty etc. all complete jobas per specification & direction of E/I. (5.2.22) cum 17.36 9,419.20 163,517.31

4 Providing 100/75mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requirement 5M in side and bottom common portion of the canal in panels with construction joints including cost of form work and its removal,curing, all complete job as per specification & direction of E/I.(5.2.21) cum 53.85 9,419.20 507,223.92

5 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85 % of dry density including cost and carriage of water and necessary tools and plants with all leads and lifts all complete as per specifications and direction of E/I(5.1.38). cum 688.40 103.50 71,249.40

6 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal ofexcavated 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. allcomplete as per specifications and direction of E/I.( 5.1.27 ) cum 104.57 197.90 20,694.40

7 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes etc.complete job as per specifications and direction of E/I. ( 5.1.37 ). cum 10.18 344.10 3,502.94

8 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I. ( 5.7.14 ) sqm 67.88 276.90 18,795.97

9 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.. ( 5.3.4 ) cum 9.61 6,415.90 61,656.80

10 Brick work in designation 100 A Brick with cement motar(1 : 4 ) in foundation with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. ( 5.4.2 ) cum 10.89 4,958.90 54,002.42

11 Brick work in designation 100 A Brick with cement motar(1 : 4 ) in superstructure with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I ( 5.4.6 ) cum 9.08 5,132.70 46,604.92

12 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. (5.3.9) cum 11.89 6,415.90 76,285.05

13 Providing shuttering including strutting. Proping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) sqm 38.43 586.00 22,519.98

14 Providing shuttering including strutting. Proping etc. and itsremoval after use in various components of canal structure or embankment structure as per specifications and direction of E/I. (5.3.19) sqm 109.07 586.00 63,915.02

15 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. ( 5.5.2 ) sqm 55.87 215.80 12,056.75

16 Providing 1.5 mm thick cement punning including curing, royalty and all taxes etc. complete job as per specification and direction of E / I.( 5.5.10 ) sqm 55.87 65.70 3,670.66

17 Labour for laying, fiting and fixing 300 mm dia 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. (5.6.1.3) 0.00

Supply of 300 mm dia. NP2 H.P. METER 50.00 495.00 24,750.00

18 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) cum 31.37 151.10 4,740.01

19 Carriage of material

i Stone chips ( 60 km S ) Gaya cum 83.41 1,526.20 127,300.34

ii coarse sand (14 KM S+1 KM Katcha) cum 49.01 527.30 25,842.97

iii Cement & Steel (20KM S) MT 33.47 663.60 22,210.69

iv Local sand (2 km S+ 1 km Katcha) cum 68.70 252.20 17,326.14

vi Hume pipe (20 km S + 1 km Katcha) mtr 50.00 92.19 4,609.50

Add labour cess 1% 16,589.98

Add Signorage fee 19,254.52

Grand Total 1,999,913.60

ch offset distt bm rl

EARTHWORK CALCULATION

NAME OF WORK :- Estimate for bed clearence and jungle clearnance in Right Nala Canal from 4.40KM to 15.70KM under Irrigation Division Nawada.

SL NO CH(IN KM) LENGTH( IN MTR) CUTTING AREA( IN SQM) CUTTING MEAN AREA (IN SQM) CUTTING QTY (IN CUM) FILL AREA(SQM) FILL MEAN AREA(SQM) LENGTH( IN MTR) FILL QTY(CUM)

QTY OF JUNGLE CLEARNACE

NAME OF WORK :- Estimate for bed clearence and jungle clearnance in Right Nala Canal from 4.40KM to 15.70KM under Irrigation Division Nawada.

SL NO CHAIN IN ( KM ) LENGTH IN ( M ) SLOPE+BANK MEAN NET WIDH(MTR) QUANTITY IN SQM

Less Gap @40% 14884.10

EARTHWORK CALCULATION

N/W-Dsilting of Juri-Sathe Distributory from KM- 00 to KM-1.51under Irrigation division,Nawada.

SL NO CH(IN KM) LENGTH( IN MTR) C/S AREA( IN SQM) MEAN C/A (IN SQM) QTY (IN CUM)

ANALYSIS OF RATE

1 5.1.43 Jungle clearance in borrow area, building premises; flanks, slope of existing road and canal etc,embankment by removing the jungle , bushes from top including weeding out shrubs including roots and leveling complete job as per specifications and direction of E/I.

Taking Out put =92.94 Sqm

Unskilled mazdoor for carrying 0.75 nos 428.00 321.00 {SI-1}

Add Overhead charge & C.P@15% 48.15

Rate per sqm Say Rs 4.00 Per M2

2 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 )

(A) Cost of cutting, loading , unloading & placing by excavator 1 M3 capacity

Use rate of Excavator(Rupees per hour) 2288.00 PM3005

Output of Excavator =60 Cum per hour

(B) Cost of spreading by D-80 Dozer

Use rate of D-80 Dozer(Rupees per hour) 4334.00 PM1002

Output of D-80 Dozer =300 Cum per Hour

( C) For dressing & finishing one labour for 100 M3

Unskilled labour 0.01 no 428.00 4.28 {SI-1}

Add Overhead charge & C.P@15% 8.53

Rate per cum Say Rs 65.40 Per M3

Add Royality @ Rs 33.00 33.00 Per M3

Rate per cum Say Rs 98.40 Per M3

Bill of Quantity

NAME OF WORK :- Embankment Repair, repair of Lining work and construction of 5 no's outlet of 300mm dia within 4.96-10.25km of Dharaut Main Canal

Estimated Cost:- 1,999,914.00

Cost of BOQ:- 5,000.00

Earnest money required:- 40,000.00

Time of Completion:- 2 months

Sr. No. Description of Items Unit Quantity Rate Amount

1 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 )(5.1.46)

2 Providing compacted 75 mm thick sand filter of required F.M as per design on slopes and in bed of canal with local sand including cost of water, ramming, leveling and dressing etc. all complete as per specification and direction of E/I(5.2.1) Sqm 766.35 156.30 119,780.51

3 Providing and laying P.C.C M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requisite F.M in lug slab,cross and longitudinal sleeper for lining canal including cost of form work and its removal,curing, royalty etc. all complete jobas per specification & direction of E/I. (5.2.22) cum 17.36 9,419.20 163,517.31

4 Providing 100/75mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requirement 5M in side and bottom common portion of the canal in panels with construction joints including cost of form work and its removal,curing, all complete job as per specification & direction of E/I.(5.2.21) cum 53.85 9,419.20 507,223.92

5 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85 % of dry density including cost and carriage of water and necessary tools and plants with all leads and lifts all complete as per specifications and direction of E/I(5.1.38). cum 688.40 103.50 71,249.40

6 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal ofexcavated 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. allcomplete as per specifications and direction of E/I.( 5.1.27 ) cum 104.57 197.90 20,694.40

7 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes etc.complete job as per specifications and direction of E/I. ( 5.1.37 ). cum 10.18 344.10 3,502.94

8 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I. ( 5.7.14 ) sqm 67.88 276.90 18,795.97

9 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.. ( 5.3.4 ) cum 9.61 6,415.90 61,656.80

10 Brick work in designation 100 A Brick with cement motar(1 : 4 ) in foundation with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. ( 5.4.2 ) cum 10.89 4,958.90 54,002.42

11 Brick work in designation 100 A Brick with cement motar(1 : 4 ) in superstructure with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I ( 5.4.6 ) cum 9.08 5,132.70 46,604.92

12 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. (5.3.9) cum 11.89 6,415.90 76,285.05

13 Providing shuttering including strutting. Proping etc. and its removal after use in foundation as per specifications and direction of E/I. (5.3.18) sqm 38.43 586.00 22,519.98

14 Providing shuttering including strutting. Proping etc. and itsremoval after use in various components of canal structure or embankment structure as per specifications and direction of E/I. (5.3.19) sqm 109.07 586.00 63,915.02

15 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. ( 5.5.2 ) sqm 55.87 215.80 12,056.75

16 Providing 1.5 mm thick cement punning including curing, royalty and all taxes etc. complete job as per specification and direction of E / I.( 5.5.10 ) sqm 55.87 65.70 3,670.66

17 Labour for laying, fiting and fixing 300 mm dia 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. (5.6.1.3) 0.00

Supply of 300 mm dia. NP2 H.P. METER 50.00 495.00 24,750.00

18 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) cum 31.37 151.10 4,740.01

19 Carriage of material

i Stone chips ( 60 km S ) Gaya cum 83.41 1,526.20 127,300.34

ii coarse sand (14 KM S+1 KM Katcha) cum 49.01 527.30 25,842.97

iii Cement & Steel (20KM S) MT 33.47 663.60 22,210.69

iv Local sand (2 km S+ 1 km Katcha) cum 68.70 252.20 17,326.14

vi Hume pipe (20 km S + 1 km Katcha) mtr 50.00 92.19 4,609.50

Add labour cess 1% 16,589.98

Add Signorage fee 19,254.52

Grand Total 1,999,913.60