Partial Desilting of Pithauri Siwan Distributary from km 0.3 to 2.9 & km 7.5 to 10.9 and Repair of SLR Bridge at km 14.01 of Pithauri Siwan Distributary

Technical Sheet

Name of Work Partial Desilting of Pithauri Siwan Distributary from km 0.3 to 2.9 & km 7.5 to 10.9 and Repair of SLR Bridge at km 14.01 of Pithauri Siwan Distributary Cost of Work as per BOQ Rs. 29,82,297.00 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. 59,700.00 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 Partial Desilting of Pithauri Siwan Distributary from km 0.3 to 2.9 & km 7.5 to 10.9 and Repair of SLR Bridge at km 14.01 of Pithauri Siwan Distributary

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

Estimated Cost :- 2982297

Earnest Money :- 59700

Time of Completion :- 01 Month

Cost of BOQ :- 5000

Beltron Bid Processing Fee :- 590

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

1 Earthwork in bed clearance or desilting of canals having full supply discharge between 8.5 cumec (300 cusec) and 0.14 cumecs (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 as per specifications and direction of E/I.( Inclusive royality Rs 33.0 13301.720000000001 Per M3 191

Seigniorage Fee 43895.67

1 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 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) 2.2 Per M3 6823.4

2 Brick work in designation 100 A brick with cement mortat (1 :4) in foundation with approved quality coarse sand of requisite F.M. Washed and screened with racking out joints to 12 mm depth, curing, scaffolding and its removal where ever required including royality and all taxes etc. Complete job as per specification and direction of Engineer- in-charge. 2.05 Per M3 4987.7

3 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. 37.45 Per M2 217.1

4 Providing 1.5 mm thick cement punning including curing, , royalty and all taxes etc. complete job as per specification and direction of E / I. 3.42 Per M2 66.2

5 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. 1.1 Per M3 701.7

6 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. 0.74 Per M3 2516.5

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

A Cement-Siwan to work site(av.lead - (9K.M P ) 0.999 Per MT 540

B Sand-Koilwar to work site (Av.lead- 102km Surfaced + 3 K.M. Un Surfaced ) 0.999 Per M3 2572.4

C 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) 1.845 Per M3 2500.2

D Brick-Klin to work site(av.lead - 5 km = 4 KM P + 1 K.M. UnSurfaced) 1026 Per ‰ Nos. 2043.2

Total Seigniorage Fee = 755.51

Total Estimate Amount (A+B)

GST @12% on (A)

Executive Engineer, Saran Canal Division, Siwan