A.E. Work on Left minor bundh of Dhowa river near Vill.- Kolhar & Supanchak & protection work at 6 locations on left & right minor bundh (Agenda No.- 242/388/2026)

Technical Sheet

Name of Work A.E. Work on Left minor bundh of Dhowa river near Vill.- Kolhar & Supanchak & protection work at 6 locations on left & right minor bundh (Agenda No.- 242/388/2026) Cost of Work as per BOQ (Rs in Lakhs) 0.31999 Time of Completion in months 15.05.2026 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount Rs. 205.89755 Lakhs Date of Sanction Last Date of Uploading Tender 11.03.2026

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

Address of 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 15.1 Page/19 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 (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 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.

Bid Security Amount - (Rs. In Lakhs) 4.118 Bid Security Amount - (Rs in Lakhs)

3 (i) Legal Status of Bidder. 4.3(a) Page-12

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv) Page-12

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less 50% of the estimated annual payments under the contract (Rs in Lakhs) 4.5(A) (a) Page-12 Page- 34,35

2020-21 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.47

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

2023-24 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.17

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

5 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) Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c) Page-13

Earth Work (Excavation, Filling , Back Filling etc. combined quantities in M3) M3 17186.5

Protection Work (Pitching / Crating / Soling with Boulder / Brick / Geo Bag / E.C. Bag / Nylon crates / Gabions etc. combined quantities in M3) M3 485.26 Value to be entered in unit cum

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7 Page- 14

(a) Existing commitments and ongoing works Page - 35 Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 35 Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment Nos. Max. Age 4.5(B) (a) Page-13,31 Nos./ Max. Age

Pocklain/ Excavator / Front End Loader 2 8 / 8 / 8

Vibratory roller/smooth wheeled/ sheep foot roller 2 6

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

9 Key Personnel Personnel/Qualification/Contract Package Size 4.5(B) (b) Page-13,32 Name of the Personnel and Experince in years

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

Quantity Surveyor / B.E. Civil + 5 years experience or Dip. Civil + 07 years experience

Survey Engineer / B.E. Civil + 3 years experience or Dip. Civil + 07 years experience

Site Supervisor / Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder. 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of credit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Page-11 & 39 Amount To be entered (Rs in Lakhs)

11 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) 4.3(l) Page-12

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j) Page-12, P40

13 Affidavit Regarding statements made in the required attachments are true and correct. Page-40

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 4.2(ii) Page-11, Page - 40

15 Time of Completion Upto 15.05.2026 To be entered in months

16 Registration No.

17 I.T. & S.T. Registration & clearance Certificate

18 Labour License

19 Character Certificate

20 NOC for Debar (If required)

Bill of Quantity A.E. Work on Left minor bundh of Dhowa river near Vill.- Kolhar & Supanchak & protection work at 6 locations on left & right minor bundh (Agenda No. - 242/388/2026)

Last Date of Uploading Tender :- 11.03.2026

Estimated Cost:- 20589755

Earnest Money :- 411800

Date of Completion :- 15.05.2026

Cost of BOQ :- 10000

Beltron Bid Processing Fee :- 3540

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

1 Preparation of seat of embankment or canals by 75 mm ploughing and removing the grass roots etc.as per specifications and direction of E/I. 14850 Per M2 6.6

2 Preparation of borrow area of embankment…........ etc.as per specifications and direction of E/I. 42966.25 Per M2 4

3 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............... metre and with all lifts all complete job as per specifications and direction of E/I. ( Beyond 150 m but upto 1/2 Km) Including royality @33.00/cum 42966.25 Per M3 208.3

4 Labour for Rolling and compacting the earth in layers of 225 mm thicl at O.M.C. by road roller to achieve minimum 90% of maximum dry density including sprinking the required quanting of water by tanker within 1 km. lead and all lifts including cost of water, finishing the surface with proper grade, camber or superelevation including, hire charges of compaction machine tanker and other tools and plants etc. all complete as per specifications and direction of E/I. 21483.13 Per M3 29.4

5 Watering and consolidation of earth laid in 150 mm to 225 mm layers be manual lalbour with C.I. hammer to achiece 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. 21483.12 Per M3 103.5

6 Earth cost of compensation taken from private land WRD 42966.25 Per M3 2.29

7 Providing, laying & filling Geo bags of size 1mX0.7m (Type A 300GSM nonwoven) weight of the bag 420gm, volume of filled bag 0.07 cum, weight of filled Geo bag 126kg with local sand including stitching in four lines by approved Nylon thread with stitching machine and generator, stacking and placing in gabion of size 1.8m x 1.8m x 0.5m (18 nos. Geo bags per gabion) after loading, unloading and carriage with the help of Trolly within 150m lead , all complete as per specification and direction of E/I. Including carriage of Local sand by tractor lead 3km (2 km p + 1 km k) with royality (@RS 75.00/cum). 516 Each 6257.3

8 Supply of New bag with labour for filling New E.C bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, stacking the bags and placing with a lead of 150m including supply of nylon threads etc., all complete as per approved design, specification and direction of E/I. Including carriage of Local sand by tractor lead 3km (2 km p + 1 km k) with royality (@RS 75.00/cum) 794 % Nos.

9 Providing, laying and filling Geo bag of size 1.00 m x 0.70 m(Type A 300 GSM nonwoven) weight of bag 420 gm, volume of filled bag 0.07 m3, weight of filled bag 126.00 kg. with local sand including stiching in four lines by approved nylon thread with stiching machine and generator, stacking and placing after loading, unloading and carriage with help of trolly within 150 m lead etc, including cess, all complete job as per specification and direction of E/I.Including carriage of Local sand by tractor lead 3km (2 km p + 1 km k) with royality (@RS 75.00/cum ) 7657 Each 218.6

Add 1 % CESS Rs.

Add Signorage fee @ 10% of cost of materials Rs. 160726.53

Add 18% GST Rs.

Say Rs. 20589735

Executive Engineer, Punpun Flood Protection Division, Patna City