AE work on left bank of Bagmati river at Fatehpur under Singhwara block of District Darbhanga (Agenda No. 242/442/2026)

Technical Sheet

Name of Work AE work on left bank of Bagmati river at Fatehpur under Singhwara block of District Darbhanga (Agenda No. 242/442/2026) Cost of Work as per BOQ Rs. 91,95,294.00 Date of Completion 15.05.2026

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, Drainage Division, Darbhanga (Pay either online or offline)

Bid Security Amount - Rs. 1,84,000.00 Bid Security Amount - Rs.

2 Time of Completion 15.05.2026

3 Registration No.

5 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work Rs. 9.20 Lacs

6 Availability of Key equipment (either owned or leased or by procurement)

Type of equipment Max. age as on 23.02.2026 (Years) Nos. Required

Pocklain / Excavator / Front End Loader 8 2

Tractor / Tipper / Dumper 5 / 6 / 6 8 / 4 / 4

7 Availability of Key personnel

Personnel Qualification Nos. Required

Site Engineer Site Engineer / B.E. Civil + 07 Years Exp. (3 years in Irrigation works) or retired A.E. 1

Site Supervisor Fresh Graduate in civil or Diploma Civil + 03 years Experience or retired JE 1

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

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

Bill of Quantity AE work on left bank of Bagmati river at Fatehpur under Singhwara block of District Darbhanga (Agenda No. 242/442/2026)

Last Date & Time of Uploading Tender :- 09.03.2026 upto 3.00 PM

Estimated Cost:- 9195294

Earnest Money :- 184000

Date of Completion :- 15.05.2026

Cost of BOQ :- 10000

Beltron Bid Processing Fee :- 3540

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

1 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. sqm 600

2 Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including roots and leveling all complete as per specifications and direction of E/I. sqm 2937.5

3 Earth work by Mechanical means with help of Excavtor, 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 odinary 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 ) 1.50 km to 2.0 km lead cum 1762.5

4 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. cum 1762.5

5 Providing of eucalyptus ballah including shoe making and two coats of coal tar painting over 150 mm to 200 mm dia Eucalyptus ballah piles and labour for driving it below ground level upto 6m including cost of all tools and plants required for complete job as per specification and direction of E/I. Each 333

6 Providing of eucalyptus ballah including Labour for fitting and fixing 75 mm but upto 150 mm dia Eucalyptus ballah runners on Eucalyptus ballah verticals including cost of nails or spikes for fixing the same complete job as per specification and direction of E / I. 5.7.12 based per m 990

7 Providing of eucalyptus ballah including Labour for fitting and fixing 100 mm to 150 mm dia Eucalyptus ballah cross pieces 1350 mm length in position with 16 mm dia bolts, nuts and washers at each joints including the cost of bolts nuts and washers complete job as per specification and direction of E / I. per m 762

8 Providing of eucalyptus ballah including Labour for fitting and fixing 150 mm dia Eucalyptus ballah in position as back stay with 16 mm dia bolts, nuts and washers at each joints including the cost of bolts nuts and washers complete job as per specification and direction of E / I. per m 124

9 Supply of new bags and N.C. with labour for filling new E.C. bags with local sand (volume of filled bag 1.20 cft. and weigth 50.0kg.) stiching on two lines by approved nylon thread with stiching machine & generator, stacking the bags and placing in Nylon Crate of size (1m×1m×1m) with a lead of 150.0m. including Supply of nylon thread etc. placing the filled crates in dry portion within a lead of 30.0m. all complete as per approved design, specification and direction of E/I. Nos 300

10 Supply of new bags with labour for filling new E.C. bags with local sand (volume of filled bag 1.20 cft. and weigth 50.0kg.) stiching on two lines by approved nylon thread with stiching machine & generator, stacking the bags and placing with a lead of 150.0m. including Supply of nylon thread etc. placing the filled crates in dry portion within a lead of 30.0m. all complete as per approved design, specification and direction of E/I Each 750

11 Providing and laying and geo bags of size 1m x 0.70m (type A 300 GSM non woven) weight of bag 420 gm volume of filled bag 0.07 m3, weight of filled geo bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator staking and placing in gabion of size 1.80 m x 1.80m x 0.50 m (18 nos geo bag per gabion) after loading, unloading and carriage with the help of trolley within 150m lead including cess all complete job as per specification and direction of E/I. Nos 167

12 Providing laying & filling Geo Bags of size 1m. ×0.7m (Type A 300 GSM nonwoven) weight 420.0gm., Volume of filled bags 0.07 cum. Weight of filled bag 126.0kg. With local sand including stiching in four lines by a approved nylon thread with stiching machine & generator, loading & unloading stacking with carriage with help of manual trolly all material with in 150.0m lead, including cess, all complete as per specification and direction of E/I. Nos 17583

13 Carriage of Materials

i Local Sand (0.00km (s)+0.50 Km(K) ) cum 1721.73

a 150mm to 200mm (610km (S)+1 Km(U) ) Nos 333

b 100mm to 150mm (610km (S)+1 Km(U) ) Nos 127

c 150mm (610km (S)+1 Km(U) ) Nos 21

d 75mm to 150mm (610km (S)+1 Km(U) ) Nos 165

Add Labour Cess @ 1%

Add Seignorage Fee 18729.23

Say Rs. 9195294

Executive Engineer, Drainage Division, Darbhanga