NIT NO-BRPNNL/GAY/C003/ 570

Technical Bid Sheet

Tender No. BRPNNL/GAY/C003/ 570 Date: 05.08.2026

Name of Work River Bed Protection work for H.L. R.C.C. Bridge (20 x21m) over Morher-river on Rajbigha-Beldarbigha Path Near Chitabhkhurd Village in Block Amas in the District of Gaya.

Name of Circle Works Circle-01 Period of Bid Validity 180 days Name of Division Works Division, Gaya

Estimated Cost (Rs. in Lakh) 1348.00 Cost of Bid Document (in Rs) 10000.00 EMD Amount (Rs in Lakh) 23.48

Time of Completion of work 09 Months Sale of Bid Document 17.08.2026 to 29.08.2026 (15:00 Hrs.) Date of submission of bid 31.08.2026 (15:00 Hrs.)

All Coloured cells to be filled by bidder ( leave no field blank & write N/A if not applicable)

1 (i) Name and Address of the Bidder

(ii) Contact No. and E-mail ID of the Bidder

(iii) Legal Status of Bidder.

(iv) Place of Registration (of Firm/ Company)

(v) Power of attorney of signatory Bid

2 Name of the Organisation/ Department/ Goverment with whom registered Department

Registration No.

Date of Validity

3 Requirement of Documents (Mandatory)

Bid Security EMD in form of Online Payment or Bank Guaranty Amount To be entered in Rupees

4 Income Tax PAN/TAN

6 Last 5 financial years Audited and signed with UDI No. by C.A. Annual Turn Over (not less than 50% of tendered value in any one year during last 5 years). The turn over will be indexed at the rate of 8% for a year. 2021-22

7 Details of Key Personal (if any)

8 Experience of Repair & Retrofitting work of all given mention work in any one of the previous 05 (Five) Financial years. (2021-22 to 2025-26) NIT Cl.-3(viii)

(a) Replacement of bearing & Expansion Joint

(b) Polymer Mortar

(c) Micro Concrete

(d) Carbon Fibre Wrapping

(e) Expoxy Grouting

(f) Anti Corrosive Treatment

9 Bid Capacity (AxNx3)-B Where A = Maximum value of civil engineering work executed in any one year of last five(5) years, N = No. of years prescribed for completion of work, B = value of exsiting commitments.

10 Registration with Employee Provident Fund

11 Availability of key items of Contractor's Equipment

Type of Equipment/Maximu m age No. Required \ Item Max. Age in years

Ownership of all necessary equipment for construction and testing of materials. as per site requirement

13 (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)

14 Affidavit for Financial Resource/ Liquid Assest 10% of Estimated Cost

15 Affidavit for Undertaking that the bidder will be able to invest minimum cash up to 25% of contract value of work, during implementation of work.

16 Affidavit for Debar , Rescind and Blacklisted

17 Affidavit for True and False

18 Character Certificate

FINANCIAL BID SHEET (B.O.Q)

Tender No. BRPNNL/GAY/C003/ 570 Date: 05.08.2026

Name of Work River Bed Protection work for H.L. R.C.C. Bridge (20 x21m) over Morher-river on Rajbigha-Beldarbigha Path Near Chitabhkhurd Village in Block Amas in the District of Gaya.

Name of Circle Works Circle-01 Period of Bid Validity 180 days Name of Division Works Division, Gaya

Estimated Cost (Rs. in Lakh) 1348 Cost of Bid Document (in Rs) 10000 EMD Amount (Rs in Lakh) 23.48

Time of Completion of work 09 Months Sale of Bid Document 17.08.2026 to 29.08.2026 (15:00 Hrs.) Date of submission of bid 31.08.2026 (15:00 Hrs.)

All Coloured cells to be filled by bidder ( leave no field blank & write N/A if not applicable)

1 (i) Name and Address of the Bidder

(ii) Contact No. and E-mail ID of the Bidder

Sl. No. SOR Description Unit Quantity Rate Amount

1 RCD SOR 12.01 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

B(i) Depth upto 3 m. Cum 2092.615

B(ii) Excavation 3.0 m to 6.0 m Depth. Cum 1178.774

2 12.08(A) Plain/Reinforced cement Concrete in Open foundation complete as per Drawing and Technical specification.

Case--(I) PCC Grade M-15 using Batching plant &Concrete pump Cum 25.932

3 16.1 Curtain wall Complete as per drawing and Technical specification

B PCC Grade M-15 Cum 403.761

4 13.1 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. than 600 mm with smaller size towards the soil and Cum 2059.013

5 16.01 (A) Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Boulder Laid Dry without wire crales Cum 19049.853

6 17.04 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Nos. 174.15

7 17.07 Sealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 Kg 43.54

8 12.08 .A Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15

Case--(I) PCC Grade M15 using batching plant & Concrete pump:

150 mm thick cement concrete M-30 Grade Cum 128.358

9 12.08 .F Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15

Case--(I) PCC Grade M15 using batching plant & Concrete pump:

300 mm thick cement concrete M-30 Grade Cum 256.716

10 12.05 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

150 mm thick brick on edge (1:3 Cement mortar) Cum 128.36

11 3.16 Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, tranporting to the site spreading,grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. Cum 13285.23

TOTAL AMOUNT (INCLUDING OF ALL TAXES)