Loading
Loading…
Loading…
Tender ID
Tender Value
₹8.8 Cr
EMD Value
₹17.5 L
Closing Date
11 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER BUILDING DIVISION JEHANABAD
E E
E E BUILDING DIVISION JEHANABAD
Superintending Engineer, BUILDING CIRCLE GAYA
SE
Construction of Prefabricated/ Pre-engineered Pota cabin in Jail on EPC (Engineering Procurement and Construction) basis at Adarsh Central Jail, Beur (Patna); Central Jail, Buxar; Shaheed Jubba Sahni Central Jail, Bhagalpur; Special Central Jail, Bhagalpur; Central Jail, Gaya; Divisional Jail, Phulwarisharif; Divisional Jail, Biharsharif; Divisional Jail, Bhabhua; Female Divisional Jail, Buxar; Divisional Jail, Sasaram; Divisional Jail, Arrah; Female Divisional Jail, Bhagalpur; Divisional Jail, Khagaria; Divisional Jail, Banka; Divisional Jail, Munger; Divisional Jail, Jamui; Divisional Jail, Lakhisarai; Divisional Jail, Sheikhpura; Divisional Jail, Aurangabad; Divisional Jail, Nawada; Divisional Jail, Jehanabad.
123397
NIT 20/BCD/JEHANABAD/2025-26
Open Tender
CIVIL
Jehanabad
• [a] The Contracting Firm/Agency shall be a well established and reputed firm specialized in the trade and registered as a legal entity for a minimum period of 5 years and having experience and capacity in the execution of similar works;
• [b] The contracting Firm/Agency should have achieved during last five years in any one year a minimum annual financial turnover [in all classes of Civil Engineering Construction works only] of at least 50% (fifty percent) of the estimated cost of work, ending on 31st March 2025. The annual turn over of previous years will be adjusted on annual inflation of 8% (eight percent);
• [c] The contracting Firm/Agency should have satisfactorily completed as a Prime contractor during the last 5 years, ending Dec 2024.
(a) Satisfactorily completed as a prime contractor (or as a nominated subcontractor, where the subcontract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied) at least one similar work of value not less than amount indicated in Appendix ( not less than 50% (Fifty percent) of estimated value of contract);
Similar nature of works means construction of Pre-Engineered/ Pre Fab Building .
Building type to be for any one of the following :- Institutions, Convention centre, Museum, Airport Terminals, Bus Terminal, educational institutions, scientific institutions, Office buildings for renowned corporations or companies, office or research buildings for state Govt./central Govt./PSU sector or any other nationally acclaimed organization in India only.
The completion Certificate shall be issued by employer not below the rank of Executive Engineer or Sr. Project manager. In case of Private client the completion certificate and valuation of the project issued by employer should be certified by the retired Executive Engineer/Registered Valuer of Nationalized Bank/Insurance Company/Income Tax Department. The bidders shall have to also submit good quality digital photographs of the completed projects.
The bidders shall have submit good quality digital photographs of the completed projects.
• [d] The contracting Firm / Agency should have to produce Bankers solvency certificate or Revenue solvency Certificate of Value not less than 40% of the estimated cost. Solvency certificate must issued after the date of notice inviting tender.
• [e] The contracting firm / Agency should have to produce evidence of access to lines of credit and availability of other financial resources facilities (10% of contract value), certified by the Bankers (Not more than 3 months old).
• [f] The Bidder shall furnish undertaking that would be able to invest a minimum cash upto 25% of contract values of work, during implementation of work.
• [g] The contracting Firm/Agency should not have incurred any loss in more than 2 years during the last five years ending 31st March 2025
• [h ] The bidding capacity of the contractor should be equal to or more than the cost of the work. The bidding capacity shall be worked out by the following formula1 Bidding capacity = (A x N x 3-B).Where,
A= Maximum value of construction works executed in any one year ending the last five years taking into account the completed as well as works in progress.
N= Numbers of years prescribed for completion of work for which Technical Qualification application has been invited.
B= Value of existing commitments and ongoing works to be completed during the period of completion of work for which Technical Qualification has been invited.
CIVIL
ITEM RATE
L1
1
13 documents required · 13 mandatory
₹10,000
Processing Fee: 5900
₹17.5 L
22-01-2026 03:00 pm AT OFFICE OF SE Gaya Circle, BCD GAYA
11 Feb 2026
20 Jan 2026
13 Feb 2026
20 Jan 2026
11 Feb 2026
20 Jan 2026
22 Jan 2026
Civil work will consist of RCC footing under each column location and plinth beam to tie the footing as per the drawing attached. Civil work in foundation should be based on vetted design as per architectural drawing & approved site (Considering earthquake forces and wind pressure for the particular site) All RCC works shall be of minimum M25 grade and steel reinforcement shall be of Fe 500 grade of SAIL, TATA, RASTRIYA ISPAT, VIZAG STEEL, SHYAM STEEL.
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/ slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.
Resin Bonded Slab Rockwool 48 kg/m3, 50 MM THK
Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building.
Color coated trapezoidal ‘’ LYSAGHT TRIMDEK 1072’’Profile sheet manufactured with nominal 1072 mm supply width nominal 28 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm center to- center.The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The feed material is manufactured out of. ZINCALUME® steel resin coated, minimum metallic coating mass is AZ150 (150g/m²), minimum yield strengths of G550 (550MPa) complies with AS1397 or IS15961.COLORBOND® XRW is pre-painted steel for exterior roofing and walling metal Thickness (0. 50 TPT), Hi-Tensile steel with min.550 MPa yield strength, metallic hot dip coated with Aluminum-Zinc alloy(55% Aluminum, 45% Zinc as per AS 1397 - Zincalume® with Super Durable Polyester exterior paint system, total 25um DFT on topside and 10um DFT on reverse side complying with AS/NZS 2728- type 4 or IS15965- class 3 COLORBOND® Ultra is pre-painted steel for severe coastal or industrial environments (closer to source),SuperDurable Polyester exterior paint system, total 25um DFT on topside and 15um DFT on reverse side complying with AS/NZS 2728- type 4 or IS15965- class 3 All types of flashings & Gutter as required.
Color coated trapezoidal ‘’ LYSAGHT TRIMDEK 1072 / Panel rib ’’Profile sheet manufactured with nominal 1072 mm supply width nominal 28 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm center to- center.The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The feed material is manufactured out of. ZINCALUME® steel resin coated, minimum metallic coating mass is AZ150 (150g/m²), minimum yield strengths of G550 (550MPa) complies with AS1397 or IS15961.COLORBOND® XRW is pre-painted steel for exterior roofing and walling metal Thickness (0. 50 TPT), Hi-Tensile steel with min.550 MPa yield strength, metallic hot dip coated with Aluminum-Zinc alloy(55% Aluminum, 45% Zinc as per AS 1397 - Zincalume® with Super Durable Polyester exterior paint system, total 25um DFT on topside and 10um DFT on reverse side complying with AS/NZS 2728- type 4 or IS15965- class 3 COLORBOND® Ultra is pre-painted steel for severe coastal or industrial environments (closer to source),SuperDurable Polyester exterior paint system, total 25um DFT on topside and 15um DFT on reverse side complying with AS/NZS 2728- type 4 or IS15965- class 3
It should consist of 600mm X 600mm size vitrified tiles of approved make, Colour & Shade laid over 20mm thick cement mortar (1:4) i/c grouting the joint with white cement and matching pigment etc complete job over 4" P.C.C (M15) over one brick flat soling over compacted local sand filling.
All doors frames are of Steel pressed and shutters are of minimum 35mm thick flush door shutter with both side teak wood veneer. For Quantity and size Refer Drawing
Providing and fixing of UPVC Glazed Window of sizes as shown in drawing (it shoud be of 3 track with MS jali)having Ashahi/Sant Gobian having 4mm thickness Glass.
Providing and fixing of UPVC Glazed Ventilator of size having Ashahi/Sant Gobian having 4mm thickness Glass.
Applying of 2 coats high grade of paints along with Primer /Putty on Internal wall & False ceiling
Costruction of Septic Tank of size 3.5mx 1.5m x1.5m along with all requrired fittings, fixtures,Connecting sewerline and all complete job .
Water Supply system consisting of 1HP Submersible electrical water pump with electrical panel including cost of boring 100 mm x 50mm x 110 metre and fitting with a plain G.I. Pipe 1.25 metre at the end and 1,000 litres capacity PVC water storage tank distributed through CPVC pipes & fittings and accessories like CP brass bib Cock, stop Cock, Pillar Cock etc of high quality make like Jaquar/marc/Johnson as per drawing & specification of E/I. (Arrangement of keeping storage tank should be made saperately at suitable place by using steel framing of ht not less than 5.0m.
Sanitation system should consist of hand wash basin with pedestal, IWC, EWC, URINAL, SINK & required facilities as directed by E/I of white vitreous china clay of approved size and make like Hindwere, Parryware, Cerra .(All fitting should be as approved by E/I.)
Adequate pipe line & chambers for disposal of household water, sanitation water & storm water should be provided.
Provision of fire extinguisher of sufficient system as per area requirement & slandered make. (dry system)
Providing and fixing of internal and external electrical wiring and fittings with modular switches of make such as Havels/Finolex/ Anchor/Phlips. providing and fixing Wall Mounted Fans& led light as per requirement shown in drawing.Also providing LAN as per requirement of counters with all necessary accessories
Providing and Installation office table 1800mmx900mmx730mm approved Brand Etc... do all complete job as per building specification and direction of E/I.
Internal PCC (1:1.5:3) Approach road as Required Minimum Thickness 150mm over Brick on Edge Soling over brick flat soling 75 mm over local sand filling
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
TECH SPECS for cabin for jail _ FINAL (4).xls
NIT • 0.05 MB
Re-Tender- NIT 20 bcd Jehanabad.pdf
NIT • 5.42 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .