Desilting work from ch 02 (0.060 KM) to ch 54 (1.62 km) and repair work of right bank from ch. 76 (2.28km) to ch. 78 (2.34 km) & CH. 81 (2.43 km) and construction of inlet at ch-78 (2.34 km) of Belia branch canal, Repairing of retaining wall at 9.14 km and canal bank at 7.19 km to 7.28 km in Anjan left main canal, Repair of abutment of belia main canal at ch-08 (0.24km) and desilting of canal from 2.58 km to 4.68 km, Desilting of Lalmatia distributary canal from 2.10 km to 2.40 km & 3.30 km to 4.05 km, Desilting of Noomar Minor canal from 0.12 km to 0.93 km under anjan reservoir scheme.

B.O.Q. for Belia Branch Canal ,Left Main canal,Belia Main canal,Lalmatiya Distributary canal And Noomar Minor canal Under Anjan reservoir scheme

(i) Estimated Cost (in Rs.) 8896566.00

(ii) Amount of B.O.Q (in Rs.) 8808481.00

(iii) Cost of B.O.Q (in Rs.) 10000.00

(iv) Earnest Money (in Rs.) 177000.00

(v) Date of Completion:- 31.05.2026

SL NO Item name Units Quantity Rate Amount

1 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. (5.8.7) CUM 43.55 701.7 30559.03

2 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) CUM 46.62 197.88 9225.16

3 Earth work in filling for the maintenance of canals having minimum full supply discharge up to 28 cumecs (1000 cusecs ) and flood embankment in ordinary soil (vide classification of soil item A ) including clod breaking having earth in 225 mm layers and rough dressing of soil with all leads and lift all complete as per specifications and direction of E/I. (5.1.9) CUM 489.60 191 93513.60

4 Earth work in bed clearance or desilting of canals having full supply discharge between 8.5 cumecs (300 cusecs ) and 0.14cumecs (5 Cusecs ) and renovation of pynes etc. in ordinary soil and disposal of excavated earth etc.including rough dressing .with all lead and lift all complete and as per specifications and direction of E/I. (5.1.20) CUM 10,255.80 191 1958857.80

5 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) CUM 51.38 197.88 10167.07

6 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 1.618 151.08 244.44

7 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) CUM 6.884 344.08 2368.65

8 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) CUM 33.88 287.63 9744.90

9 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) CUM 141.30 6499.56 918387.83

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 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. (5.3.10) CUM 96.332 7036.3 677820.85

11 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) CUM 239.27 5298.31 1267726.63

12 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) CUM 2.17 5289 11477.13

13 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) SQM 1,004.64 217.21 218217.85

14 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) SQM 990.24 66.23 65583.60

15 Providing centering including strutting,propping etc. and removing after use in deck slab as per specifications and direction of E/I. (5.3.20) SQM 0.00 797.3 0.00

16 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. (5.3.22)

17 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) SQM 195.122 586 114341.49

18 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 ............... meter (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)

19 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)

20 Supply of 300mm Dia NP2 H.P (1703) M 6.00 450 2700.00

21 CARRIAGE OF MATERIALS

1 Cement and steel from malaypur

Belia branch canal- lead 8km (p)+2km (k) MT 1.654 486.2 804.17

Left main canal-lead 5 km (p)+1km MT 31.72 506.5 16066.18

Belia main canal- lead 7km (p)+0km (k) MT 76.31 515.4 39330.17

2 Sand from kiul to work site

Belia branch canal- lead 22km (p)+3km (k) CUM 3.609 682.31 2462.46

Left main canal-lead 22km (p)+3km CUM 102.8 682.31 70141.47

Belia main canal- lead 11km (p)+0.5km (k) CUM 95.45 682.31 65126.48

3 Stone chips from mirzachowki

Belia branch canal- lead 125km (p)+1km (k) CUM 1.639 2813.05 4610.59

Left main canal-lead 125km (p)+1km CUM 24.93 2813.05 70129.34

Belia main canal- lead 134km (p)+1km (k) CUM 191.04 3003.71 573828.75

4 Local Sand river to work site, Lead

Belia branch canal- lead 2km (p)+0.5km (k) CUM 0.533 207.32 110.50

Left main canal-lead 2km (p)+0.5km CUM 4.42 207.32 916.35

Belia main canal- lead 2km (p)+0.5km (k) CUM 2.331 207.32 483.26

5 Brick from local kiln

Belia branch canal- lead 7km (p)+1km (k) Per 1000 3587 2117.2 7594.40

Left main canal-lead 7km (p)+1km(k) Per 1000 95547 2117.2 202292.11

HP2 PIPE 300 mm dia M 6 29.5 177.00

Local earth near by borrow pit -lead 2km(p)+0.5km(k) CUM 489.6 207.32 101503.87

Left main canal-lead 5km (p)+1km(k) MT 2.78 506.5 1408.07

SUB TOTAL A 7270555.88

ADD LABOUR CESS @ 1 % OF WORK VALUE 72705.56

ADD SEIGNIORAGE FEE

FOR BELIYA BRANCH CANAL 9261.00

FOR LEFT MAIN CANAL 60154.00

FOR BELIYA MAIN CANAL 36519.00

FOR LALMATIYA DISTRIBUTARY CANAL 8837.00

FOR NOOMAR MINOR CANAL 6782.00

ADD SUB TOTAL B 7464814.43

ADD GST 18 % ON SUB TOTAL B 1343666.59

GRAND TOTAL 8808481.02

Technical Sheet

Name of Work Desilting work from ch 02 (0.060 KM) to ch 54 (1.62 km) and repair work of right bank from ch. 76 (2.28km) to ch. 78 (2.34 km) & CH. 81 (2.43 km) and construction of inlet at ch-78 (2.34 km) of Belia branch canal, Repairing of retaining wall at 9.14 km and canal bank at 7.19 km to 7.28 km in Anjan left main canal, Repair of abutment of belia main canal at ch-08 (0.24km) and desilting of canal from 2.58 km to 4.68 km, Desilting of Lalmatia distributary canal from 2.10 km to 2.40 km & 3.30 km to 4.05 km, Desilting of Noomar Minor canal from 0.12 km to 0.93 km under anjan reservoir scheme. Cost of Work as per BOQ (Rs. in Lakhs) 88.08481 Time of Completion in months 31.05.2026 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (In Lakhs) 88.08481 Last Date of Tender 23.03.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days Bid validity periods In days

2 Bid Security (A) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given. Amount To be entered (Rs in Lakhs)

(B) Earnest Money can be paid through Internet Payment Gateway (Credit/Debit Card), Net Banking, NEFT/RTGS in online mode. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 1.77000 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached (If any) or Not

Escalation Factor= 1.47 #REF! #REF!

4 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) 8.81 Amount To be entered (Rs in Lakhs)

5 (a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

6 Availability of key Plants and Equipment Type of Equipment Nos. Max. Age in years Nos./ Max. Age

Pocklain/Excavator/Front end loader or any other loading machine ,1/1/1 ,8/8/8

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

7 Key Personnel Site Engineer-BE Civil + 7 years experience(3 years experience of Irrigation works) or Retired AE 1

Site Supervisior-Fresh Graduate in Civil or Diploma Civil+03 years experience or Retired I.T.I holder 1

8 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers . (Rs in Lakhs). 8.81 Amount To be entered (Rs in Lakhs)

9 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not)

10 Affidavit Regarding statements made in the required attachments are true and correct.

11 Time of Completion To be entered in months

12 Registration No.

13 Character Certificate

14 I.T. & GST Registration Certificate

15 Labour License

16 NOC for Debar (If required)

B.O.Q. for Belia Branch Canal ,Left Main canal,Belia Main canal,Lalmatiya Distributary canal And Noomar Minor canal Under Anjan reservoir scheme

(i) Estimated Cost (in Rs.) 8896566.00

(ii) Amount of B.O.Q (in Rs.) 8808481.00

(iii) Cost of B.O.Q (in Rs.) 10000.00

(iv) Earnest Money (in Rs.) 177000.00

(v) Date of Completion:- 31.05.2026

SL NO Item name Units Quantity Rate Amount

1 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. (5.8.7) CUM 43.55 701.7 30559.03

2 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) CUM 46.62 197.88 9225.16

3 Earth work in filling for the maintenance of canals having minimum full supply discharge up to 28 cumecs (1000 cusecs ) and flood embankment in ordinary soil (vide classification of soil item A ) including clod breaking having earth in 225 mm layers and rough dressing of soil with all leads and lift all complete as per specifications and direction of E/I. (5.1.9) CUM 489.60 191 93513.60

4 Earth work in bed clearance or desilting of canals having full supply discharge between 8.5 cumecs (300 cusecs ) and 0.14cumecs (5 Cusecs ) and renovation of pynes etc. in ordinary soil and disposal of excavated earth etc.including rough dressing .with all lead and lift all complete and as per specifications and direction of E/I. (5.1.20) CUM 10,255.80 191 1958857.80

5 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) CUM 51.38 197.88 10167.07

6 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 1.618 151.08 244.44

7 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) CUM 6.884 344.08 2368.65

8 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) CUM 33.88 287.63 9744.90

9 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) CUM 141.30 6499.56 918387.83

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 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. (5.3.10) CUM 96.332 7036.3 677820.85

11 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) CUM 239.27 5298.31 1267726.63

12 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) CUM 2.17 5289 11477.13

13 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) SQM 1,004.64 217.21 218217.85

14 Providing 1.5 mm thick cement punning including curing complete job as per specification and direction of E / I. (5.5.10) SQM 990.24 66.23 65583.60

15 Providing centering including strutting,propping etc. and removing after use in deck slab as per specifications and direction of E/I. (5.3.20) SQM 0.00 797.3 0.00

16 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. (5.3.22)

17 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) SQM 195.122 586 114341.49

18 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 ............... meter (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)

19 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)

20 Supply of 300mm Dia NP2 H.P (1703) M 6.00 450 2700.00

21 CARRIAGE OF MATERIALS

1 Cement and steel from malaypur

Belia branch canal- lead 8km (p)+2km (k) MT 1.654 486.2 804.17

Left main canal-lead 5 km (p)+1km MT 31.72 506.5 16066.18

Belia main canal- lead 7km (p)+0km (k) MT 76.31 515.4 39330.17

2 Sand from kiul to work site

Belia branch canal- lead 22km (p)+3km (k) CUM 3.609 682.31 2462.46

Left main canal-lead 22km (p)+3km CUM 102.8 682.31 70141.47

Belia main canal- lead 11km (p)+0.5km (k) CUM 95.45 682.31 65126.48

3 Stone chips from mirzachowki

Belia branch canal- lead 125km (p)+1km (k) CUM 1.639 2813.05 4610.59

Left main canal-lead 125km (p)+1km CUM 24.93 2813.05 70129.34

Belia main canal- lead 134km (p)+1km (k) CUM 191.04 3003.71 573828.75

4 Local Sand river to work site, Lead

Belia branch canal- lead 2km (p)+0.5km (k) CUM 0.533 207.32 110.50

Left main canal-lead 2km (p)+0.5km CUM 4.42 207.32 916.35

Belia main canal- lead 2km (p)+0.5km (k) CUM 2.331 207.32 483.26

5 Brick from local kiln

Belia branch canal- lead 7km (p)+1km (k) Per 1000 3587 2117.2 7594.40

Left main canal-lead 7km (p)+1km(k) Per 1000 95547 2117.2 202292.11

HP2 PIPE 300 mm dia M 6 29.5 177.00

Local earth near by borrow pit -lead 2km(p)+0.5km(k) CUM 489.6 207.32 101503.87

Left main canal-lead 5km (p)+1km(k) MT 2.78 506.5 1408.07

SUB TOTAL A 7270555.88

ADD LABOUR CESS @ 1 % OF WORK VALUE 72705.56

ADD SEIGNIORAGE FEE

FOR BELIYA BRANCH CANAL 9261.00

FOR LEFT MAIN CANAL 60154.00

FOR BELIYA MAIN CANAL 36519.00

FOR LALMATIYA DISTRIBUTARY CANAL 8837.00

FOR NOOMAR MINOR CANAL 6782.00

ADD SUB TOTAL B 7464814.43

ADD GST 18 % ON SUB TOTAL B 1343666.59

GRAND TOTAL 8808481.02