Northeast Frontier Railway Tender
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Northeast Frontier Railway - NFR Tender
Civil And Construction
Bridge Construction
Ireps
Opening Date1 Apr 2025
Closing Date22 Apr 2025
Tender Amount₹ 6,55,75,721.2
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes: - Three similar works each costing not less than the amount equal to 30% of the advertised value of the tender.
- Two similar works each costing not less than the amount equal to 40% of the advertised value of the tender.
- One similar work each costing not less than the amount equal to 60% of the advertised value of the tender. The total value of similar nature of works completed during the qualifying period shall be considered.
Costs
EMD
₹ 4,77,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 2 No Box Culvert Span 1x6.00 M At Km.48/8-9 In Connection With psc Slab Bridge (span 1 X 12.2 M) For Additional Waterway In Block Section Jdgp- mhba In Apdj Division
Description
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Contact
Tender Id
51-AP-I-2024-ALIPURDUAR DIVISION-ENGINEERING/N F RLYTender No
51-AP-I-2024Tender Authority
Northeast Frontier Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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Supplying, spreading & consolidating unscreened shingle of approved quality consist of sand and shingle, size of shingle shall not be exceed 50 mm for road, track and other works as per 2 direction of the engineer or his authorised representative at site including all leads, lifts, descents &carrying by truck whenever necessary arranged by the contractor's at his own cost including spreading in layers of 30cm or less, levelling, dressing with manual/mechanical compaction as per given profile and as per NFR USSOR 2021 and stacking the same at location as specified by the engineer for measurement. The rate including cleaning and levelling of stacking ground, making pathways , royalty, all taxes etc complete.
1500
940
1410375
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Sand bedding upto a depth of 200mm thick on block/Non block period on adequately 3 compacted hard stone well graded sub-base on which precast RCC (M-35)base slab should be placed. The rate should include cost of all labourer, materials, tools & plants and bedding should be well compact with mechanical road roller/manually etc. complete in all respect as per direction of the Engineer or his authorised representative at site of work.
100
207
20787
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Assistance to welding (SKV) of rail joints on cess/running track by compressed air 4 petrol preheating system by providing moulder, chipper, grinder, luter and other skilled & unskilled labourers complete as per direction of the Engineer or his authorised representative at site of work including supply of required quantity of petrol and kerosene oil.
50
984
49237
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Assembling of temporary service girder with required size joists, angles, wooden 5 blocks including riveting/bolting or welding with contractors labourer. Tools & plants, necessary machinery & temporary arrangement and all other materials required for completion the work . The work to be done as per drawing & direction of the Engineer or his authorised representative at site.
2
7012
14025
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Loading/unloading of Service Girder/Joist/Angle/Channel etc into/from BFR/Truck or placement of Temporary service girder on C.C. crib support/Removing of Temporary Service Girder 6 from Existing C.C. crib after completion of the work with the help of road crane 100 to 120T capacity carefully by lifting & placing during traffic block as per direction of engineer or his authorised representative at site work. The rate should includes cost of labour with all leads & lifts, descents, tools and plants, material, crane, machinery, preparation of surface etc. complete in all respect . (Contractor should provide two Nos 100 to 120 tonne capacity crane at a time).
266.32
6527
1738326.57
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Installation of sheet Piles including all type of taxes, all activities of mobilization of 7 equipment, manpower, consumables, demobilization, welding of sheet piles, all other auxiliary processes to facilitate sheet pile driving as per direction of the engineer in charge. Sheet pile driving length is 15m to 18m. Welding at site should be done as per by RDSO approved Welding only.
75
92196
6914754.75
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Withdrawal of sheet pile from earth by dry vibro hammering Including all types of 8 taxes, all activities of mobilization of equipment , manpower, consumables, demobilization cutting of sheet piles all other auxiliary processes to facilitate sheet pile removing as per the direction of Engineer in Charge.
75
92196
6914754.75
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Providing and laying Jute Geo - Textile (JGT) in slopes of Railway embankment in accordance with RDSO's guidelines for applications of Jute Geotextile in Railway embankments and hill slopes No. RDSO/2007/GE:G - 0008 or its subsequent versions, including incidental earthwork and fixing arrangements With GJ - Type 3.
1000
8586
85864.8
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Providing and laying of a Permeable geotextile filter between pitching and 10 embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. as per RDSO guide linesWith GJT - Type 3 ( For moderate conditions)
800
92
74104
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Supplying and laying of Biaxial Geo-grid, made from vergin high density 11 polypropylene, having aperature size of 65mmx65mm and ultimate tensile strength of 30KN/m with minimum junction efficiency of 95% & minimum radial stiffness of 350KN/m (@ 0.5% strain) and laying below ballaST over formation, including transportation, contractor's labour, lead and lift complete as per direction of Engineer-in-charge
750
230
173137.5
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