Strengthening & Construction of Earthen Embankment, Protection Wall and AFS Gate near Danapur Military Cantonment (Agenda No. 247/03/2026)

Technical Sheet

Name of Work Strengthening & Construction of Earthen Embankment, Protection Wall and AFS Gate near Danapur Military Cantonment (Agenda No. 247/03/2026) Cost of Work as per BOQ(Rs in Lakhs) 0.12800 Time of Completion in months 31.03.2027 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount Rs. 3,34,82,602.00 Date of Sanction Date of Tender 29.05.2026

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

Address of the 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 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. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) 0.000 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached (If any) or Not

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated annual payments under the contract (Rs in Lakhs)

2021 - 2022 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

2022 - 2023 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.17

2023 - 2024 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

2024 - 2025 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2025 - 2026 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.47

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

Earth Work (Excavation, Filling , Back Filling etc. combined quantities in M3) M3 13154.9

Cement Concrete (P.C.C., R.C.C., P.S.C, etc. combined quantities in M3) M3 45.8

Masonary Works (Boulder,Brick, etc. combined quantities in M3) M3 49.2 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

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

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

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required Max. Age in years Nos. Required Nos./ Max. Age

Poclain/ Excavator / Front End Loader or any other loading machine 8 2

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

Smooth Wheeled Roller 6 1

9 Key Personnel Personnel/Qualification/Contract Package Size Name of the Personnel and Experince in years

Site Engineer/ B.E. Civil+ 07 years exp. (3 years in Irrigation work) or retired A.E. 1

Site Supervisor / Fresh Graduate in Civil or Diploma Civil + 03 years Exp. Or retired ITI Holder 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 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)

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)

13 Affidavit Affidavit should be submitted in the format as per the Annexure-3 of the Water Resources Department letter no. 536 dated 13.06.2013 .

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract.

15 Time of Completion To be entered in months

16 Registration No.

17 Character Chertificate

18 I.T. & GST Registration & clearance Certificate

19 Labour License

20 NOC for Debar (If required)

Bill of Quantity for Strengthening & Construction of Earthen Embankment, Protection Wall and AFS Gate near Danapur Military Cantonment (Agenda No. 247/03/2026)

Last Date and time of Tender Uploading :- 29.05.2026 UPTO 3.00 P.M.

Estimated Cost:- 33482602

Earnest Money :- 669700

Date of Completion :- 31.03.2027

Cost of BOQ pay online mode only:- Rs 10,000.00

E-Tendering Processing fee pay on online mode only: - Rs. 5,900.00

Sl. No. Item of works Quantity Unit Rate Amount

01 Preparation of seat of emb. or canals by 75mm ploughing and removing the grass roots etc. as per specification of direction of E/I 21020 M2 6.7

02 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 ........... 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) Lead (10.0-10.50 km) 32529.83 M3 706.8

03 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 (Mode of measurement - Sectional measurement of compacted earth) 19082.34 M3 30.1

04 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 13447.49 M3 105.9

05 Boring, providing and installing cast in situ single under reamed diameter and length below pile cap in M-25 cement concrete, to carry a safe workingpiles of specified load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 252 M 2703.3

05 (A) Extra for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid) 21 NOS 1851.3

06 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 50M and average lift of 1.5M including levelling ,Ramming the foundation trenches ,ramming the foundation trenches ,removing the roots of shrubs etc.all complete and as per specification and direction of E/I 180.4 M3 201.6

07 Providing corase clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I 15.36 M3 350.1

08 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I 102.4 M2 338.2

09 Providing and laying P.C.C. or R.C.C M-20 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures 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 20mm to 10mm Taken) 41.54 7785.3

10 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures 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 34.27 M3 7785.3

11 Brick work in designation 100 A Brick with cement motar (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, curring, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I 57.16 M3 5869.4

12 Brick work in designation 100 A Brick with cement motar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royaliy etc. complete job including royality as per specification and direction of E/I 66.05 M3 6046.4

13 Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direcation of E/I 150.98 M2 590.3

14 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 123.36 M2 590.3

15 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

(II) 10mm Dia 0.22 MT 82291.4

(III) 12mm Dia 2.61 MT 81566.9

16 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 775.46 M2 225

17 Providing 1.5 mm thick cement punning including curing, royalty etc. complete job as per specification and direction of E/I 55.46 SQM 68.7

18 Supply of R.C.C pipe NP4 class 900 mm dia (ref. M-150 OF SOR)&Labour for laying , fitting and fixing NP4 pipe with coller in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete job as per specifications and direction of E/I. 900mm dia NP4 H.P. 37.5 M 7177.6

19 Earth worK in filling in foundation trenches and back filling of structures in layers not exceeding 150mm thick well watered, Rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placesd in suitable profile within a lead of 30M and lift of 1.5M , all complete job and as per specification and direction of E/I 176.8 M3 153.9

20 Applying one coat of cement primer of aporoved brand and manufacture on wall surface 216 M2 44

21 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 216 M2 87.3

22 Earth Cost or compensation for earth taken from private land 32529.83 M3 2.3

23 Carriage of materials from different place upto Worksite

(i) Local sand ( 1 km k + 2km P) 16.93 M3 256.8

(ii) Coarse Sand (Koilwar to work site, 1 km k + 39km P) 98.07 M3 0.99_

(iii) Stone Agreggate/Stone chips From Gaya Manpur to work site 94.52 M3 914.3

(iv) Cement (3 KM P) - 66.47 MT 478.7

(V) Bricks (7 KM P+ 1KM K) 53335 ‰ Nos. 2213.6

Vi) NP4 900 MM DIA PIPE (10KM ) - 37.5 M 447.9

Add Seignorage Fee

Stone aggregate 20 mm 21.98 M3 164.46

Stone aggregate 10 mm 10.799999999999999 M3 98.17

Stone aggregate 20 mm to 10 mm 61.739999999999995 M3 131.31

Coarse Sand/Sone Sand 98.07 M3 63.79

Local sand 16.93 M3 15.05

Bricks 53335 ‰ Nos. 667.5

Soil/Earth 32529.83 M3 7.5

Total Seignorage Fee (Rs)

Add for Mechanical Gate Rs. 600000

Say Rs. 33482602

Executive Engineer Ganga Sone Flood Protection Division, Digha, Patna