Repair of SLR Bridge at RD 68.50 (20.90) km of Siwan Sub Branch Canal and Wearing Coat & Minor Repair of Acquaduct at 19.78 KM of Siwan Sub Branch Canal

Technical Sheet

Name of Work Repair of SLR Bridge at RD 68.50 (20.90) km of Siwan Sub Branch Canal and Wearing Coat & Minor Repair of Acquaduct at 19.78 KM of Siwan Sub Branch Canal Cost of Work as per BOQ Rs. 18,62,556.00 Time of Completion 01 Month

Sl No. Items Requirement

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

Address of the head office in India - telephone no., Mobile 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, Saran Canal Division, Siwan (Pay either online or offline)

Bid Security Amount - Rs. 37,300.00 Bid Security Amount - Rs.

2 Time of Completion 01 Month

3 Registration No.

4 PAN & GST No.

5 Character Certificate issued from S.P. Office for all members

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

Bill of Quantity Repair of SLR Bridge at RD 68.50 (20.90) km of Siwan Sub Branch Canal and Wearing Coat & Minor Repair of Acquaduct at 19.78 KM of Siwan Sub Branch Canal

Last Date & Time of Uploading of Tender :- 04.05.2026 upto 3:00 PM

Estimated Cost :- 1862556

Earnest Money :- 37300

Time of Completion :- 01 Month

Cost of BOQ :- 5000

Beltron Bid Processing Fee :- 590

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

1 Dismantling plain cement or lime concrete work including stacking serviceable materials in stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 33.08 Cum 1236.1

2 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in wearing coat over deck slab with approved quality of qraded 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. 35.04 Cum 6823.4

3 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. 1.5 sqm 4987.7

4 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. 455.5 sqm 217.1

5 Providing 25 mm thick cement plaster ( 1: 4 ) with approved quality sand of requisite F.M . Washed and screened including curing, scaffolding wherever and its removal, royalty etc. complete job as per specification and direction of E / I. 44.1 sqm 348.6

6 Carriage of Materials

Cement-Siwan to work site(av.lead - (9K.M P ) 17.23 MT 540

Sand-Koilwar to work site (Av.lead- 102km Surfaced + 3 K.M. Un Surfaced ) 23.33 Cum 2572.4

STONE CHIPS (IN M3) MIRZA CHEUKI TO WORK SITE BY ROAD =(9K.M Surfaced + 0 K.M. Un Surfaced ) AND RAIL 383 K.M. (Mirza Cheuki To Siwan) 29.43 Cum 2500.2

Brick-Klin to work site(av.lead - 5 km = 4 K.M P + 1 K.M. Un Surfaced) 0.75 0/00 2043.2

Seigniorage Fee 3589.4020000000005

1 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3 ) in deck slab 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. (Taking Rate of approved quality of aggregate as per Design)( Rate of Coarse aggregates 20 mm To 10 mm Taken ) 54.91 PER M3 7086.4

2 Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:1.5.:3) in wearing coat over deck slab with approved quality of qraded 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. (Taking Rate of approved quality of aggregate as per Design)( Rate of Coarse aggregates 10 mm To 5 mm Taken ) 4.73 PER M3 6823.4

3 Providing centering including strutting. Proping etc. and removing after use in deck slab as per specifications and direction of E/I. 92.1 PER M2 797.3

4 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. 69.2 PER M2 586

5 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.( 10 mm) 0.7 PER MT 69018

6 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.( 12 mm) 0.62 PER MT 68293.5

7 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.( 16 mm) 0.17 PER MT 68293.5

8 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.( 20 mm) 0.61 PER MT 68293.5

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 and all taxes etc. complete job as per specification and direction of E / I. 187.89 PER M2 217.1

10 Providing 1.5 mm thick cement punning including curing, , royalty and all taxes etc. complete job as per specification and direction of E / I. 16.5 PER M2 66.2

11 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. 2.56 PER M3 701.7

12 Dismantling R.C.C work including stacking serviceable materials in stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 31.72 PER M3 2516.5

13 Carriage of materils,inculiding loading, unloading, and stacking at site etc. all complete as per direction of E/I

Cement-Siwan to work site(av.lead - (9K.M P ) 24.55 PER MT 540

Sand-Koilwar to work site (Av.lead- 102km Surfaced + 3 K.M. Un Surfaced ) 25.05 PER M3 2572.4

STONE CHIPS (IN M3) MIRZA CHEUKI TO WORK SITE BY ROAD = (9K.M Surfaced + 0 K.M. Un Surfaced) AND RAIL 383 K.M. (Mirza Cheuki To Siwan) 50.09 PER M3 2500.2

Steel--Siwan to work site (av.lead - 30km = 29 K.M P + 1 K.M. UnSurfaced ) 5.24 PER MT 540

Total Seigniorage Fee = 4585.45

Total Estimate Amount (A+B)

Executive Engineer, Saran Canal Division, Siwan