NIT 02 /2026-2027

BILL OF QUANTITY FOR REPAIR WORK OF STRUCTURE AT 0.00 K.M. & 0.700 K.M. OF KARAUNDA DISTRIBUTORY & REPAIR OF STRUCTURE/SIDE PROTECTION WALL OF KARAUNDI MINOR UNDER SONE HIGH LEVEL CANAL SUB DIVISION BELAWN

Last Date and time of Tender Uploading :- 27.06.2026 UPTO 3.00 P.M.

Estimated Cost:- Rs.25,00,515.00

Earnest Money :- Rs. 50,100.00

Date of Completion :- 31 DECEMBER, 2026

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

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

Sl. No. Item Unit Quantity Rate Amount (Rs)

1 5.1.27 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 specification and direction of E/I. CUM 345.18 197.9 68311.12

2 5.1.37 Proving Local sand in filling in foundation trenches including ramming , watering , royalty and other taxes complete job as per specification and direction of E/I. CUM 60.93 346.9 21136.62

3 5.7.14 Providing brick flat soling with designation 100 A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design , specification and direction of E/I CUM 406.2 293.5 119219.7

4 5.3.4 Providing and laying PCC or RCC 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 of 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 specification and direction of E/I.(Taking Rate of approved quality of aggregate as per Design ) (Rate of Coarse aggregate 20mm to 10mm Taken) CUM 79.27 6606.5 523697.26

5 5.4.2 Brick Work in designation 100A Brick with cement motar (1:4) in foundation with approved quality of coarse sand of requisite FM 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. Cum 71.05 5215.4 370554.17

6 5.4.6 Brick Work in designation 100A Brick with cement motar (1:4) in Super structure with approved quality of coarse sand of requisite FM 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. CUM 48.72 5389.2 262561.82

7 5.3.9 Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in Super Structure of various components of canal or embankment structures with Approved quality of graded coarse aggregate of required grade (as per design ) and approved quality of 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 specification and direction of E/I.(Taking Rate of approved quality of aggregate as per Design ) (Rate of Coarse aggregate 20mm to 10mm Taken) SQM 14.36 6606.5 94869.34

8 5.5.2 Providing 12 mm thick cement plaster (1:4) with approved quality sand of requisite FM washed and screened including curing , scaffolding wherever and its removal , royalty etc. complete job as per specification and direction of E/I. SQM 382.88 218 83467.84

9 5.1.31 Earth Work in filling in foundation trenches and back filling of structure in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with semipervious or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job and as per specification and direction of E/I. SQM 115.05 151.1 17384.06

10 5.6.1 Labour for laying, fiting and fixing 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 completeas per specification and direction of E / I.

11 Carriage of Materials -

(i) Cement - Lead 8 km MT 47.06 462.8 21779.37

(ii) Coarse Sand -65 km from Dehri CUM 86.29 1672.1 144285.51

(iii) Stone Chips - Lead 145 KM. from Ahraura Av. CUM 83.49 2220.03 185350.3

(iv) Bricks- Lead 8 KM (LOCAL MARKET) %0 NOS. 61534 1906.4 117308.42

(v) Local Sand -3 km CUM 65.95 227 14970.65

(vi) Hume Pipe (300 mm) m 5 68.2 341

A Total Rs. 2050117.68

C SEIGNIORAGE FEE 48462

SUB TOTAL 2119080.86

Grand Total Rs.

Permissible limit.

1 Estimated cost :- (A)

2 Cost of Govt. Material :- Rs.- Nil (B)

3 Permissible limit :- Nil

4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023

5 Name of the Contractor :-

6 Address of the Contractor :-

7 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Sone High Level Canal Division, Bhabhua

Name of Work REPAIR WORK OF STRUCTURE AT 0.00 K.M. & 0.700 K.M. OF KARAUNDA DISTRIBUTORY & REPAIR OF STRUCTURE/SIDE PROTECTION WALL OF KARAUNDI MINOR UNDER SONE HIGH LEVEL CANAL SUB DIVISION BELAWN Cost of Work as per BOQ Rs. 25,00,515.00 Time of Completion in month 31 DECEMBER, 2026

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Sone High Level Canal Division, Bhabhua(Pay either online or offline) (Bank Guarantee only)

Bid Security Amount - Rs. 50,100.00 Bid Security Amount - Rs.

2 Time of Completion

3 Registration No.

4 Character Certificate

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

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

BILL OF QUANTITY FOR REPAIR WORK OF STRUCTURE AT 0.00 K.M. & 0.700 K.M. OF KARAUNDA DISTRIBUTORY & REPAIR OF STRUCTURE/SIDE PROTECTION WALL OF KARAUNDI MINOR UNDER SONE HIGH LEVEL CANAL SUB DIVISION BELAWN

Last Date and time of Tender Uploading :- 27.06.2026 UPTO 3.00 P.M.

Estimated Cost:- Rs.25,00,515.00

Earnest Money :- Rs. 50,100.00

Date of Completion :- 31 DECEMBER, 2026

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

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

Sl. No. Item Unit Quantity Rate Amount (Rs)

1 5.1.27 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 specification and direction of E/I. CUM 345.18 197.9 68311.12

2 5.1.37 Proving Local sand in filling in foundation trenches including ramming , watering , royalty and other taxes complete job as per specification and direction of E/I. CUM 60.93 346.9 21136.62

3 5.7.14 Providing brick flat soling with designation 100 A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design , specification and direction of E/I CUM 406.2 293.5 119219.7

4 5.3.4 Providing and laying PCC or RCC 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 of 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 specification and direction of E/I.(Taking Rate of approved quality of aggregate as per Design ) (Rate of Coarse aggregate 20mm to 10mm Taken) CUM 79.27 6606.5 523697.26

5 5.4.2 Brick Work in designation 100A Brick with cement motar (1:4) in foundation with approved quality of coarse sand of requisite FM 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. Cum 71.05 5215.4 370554.17

6 5.4.6 Brick Work in designation 100A Brick with cement motar (1:4) in Super structure with approved quality of coarse sand of requisite FM 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. CUM 48.72 5389.2 262561.82

7 5.3.9 Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in Super Structure of various components of canal or embankment structures with Approved quality of graded coarse aggregate of required grade (as per design ) and approved quality of 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 specification and direction of E/I.(Taking Rate of approved quality of aggregate as per Design ) (Rate of Coarse aggregate 20mm to 10mm Taken) SQM 14.36 6606.5 94869.34

8 5.5.2 Providing 12 mm thick cement plaster (1:4) with approved quality sand of requisite FM washed and screened including curing , scaffolding wherever and its removal , royalty etc. complete job as per specification and direction of E/I. SQM 382.88 218 83467.84

9 5.1.31 Earth Work in filling in foundation trenches and back filling of structure in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with semipervious or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5M complete job and as per specification and direction of E/I. SQM 115.05 151.1 17384.06

10 5.6.1 Labour for laying, fiting and fixing 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 completeas per specification and direction of E / I.

11 Carriage of Materials -

(i) Cement - Lead 8 km MT 47.06 462.8 21779.37

(ii) Coarse Sand -65 km from Dehri CUM 86.29 1672.1 144285.51

(iii) Stone Chips - Lead 145 KM. from Ahraura Av. CUM 83.49 2220.03 185350.3

(iv) Bricks- Lead 8 KM (LOCAL MARKET) %0 NOS. 61534 1906.4 117308.42

(v) Local Sand -3 km CUM 65.95 227 14970.65

(vi) Hume Pipe (300 mm) m 5 68.2 341

A Total Rs. 2050117.68

C SEIGNIORAGE FEE 48462

SUB TOTAL 2119080.86

Grand Total Rs.

Permissible limit.

1 Estimated cost :- (A)

2 Cost of Govt. Material :- Rs.- Nil (B)

3 Permissible limit :- Nil

4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023

5 Name of the Contractor :-

6 Address of the Contractor :-

7 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Sone High Level Canal Division, Bhabhua