Repair and Maintenance of Pantoon Bridge at Kaudiyalaghat in Block Nighasan District Lakhimpur-kheri
Chief Engineer PWD Central Zone, Lucknow · Lakhimpur Kheri, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- EMD: ₹5.7L
- Published: 29 Sep 2026
- Closing date: 07 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: Central Zone
- Office: Superintending Engineer, Sitapur/Kheri Circle
Description
Tender for repair and maintenance work of Pantoon Bridge at Kaudiyalaghat, Nighasan, Lakhimpur Kheri, including supply of materials, dismantling, anchoring, and other civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (37)
- Supply of wire nail including cartage and all local taxes etc. complete.As per khumb mela SOR No. 11 — Qty: 1.5 Qtl
- Supply of Iron Anchore including cartage and all local taxes etc. complete.As per khumb mela SOR No. 42 — Qty: 70 No.
- Supply of ordinary Nylone rope of Garware brand of 32mm dia including cost of material cartage up to site and also including all taxes (as per s/o No 420)As per khumb mela SOR No. 39 — Qty: 1.5 qtl
- Supply of following materials including cartage and all local taxes etc complete.(i) Narial Rope — Qty: 2 Qtl
- Calcutta Sutli — Qty: 3 Qtl
- Mallahi Nail of 15 cm to 30 cm long — Qty: 2 Qtl
- Supply of eucliptus balli 150 mm dia — Qty: 1320 RM
- Supply of eucliptus balli 120 mm dia — Qty: 1320 RM
- Supply of eucliptus balli 100 mm dia — Qty: 1320 RM
- Supply & laying Empty cement bags filled with local sand and carriage up to site of work including stiching lasding and unloading stacking and also including supply of all material labour T&P required for proper comletion of the work etc. As per direction of Engineer in Charge N.S.I NO. -1 — Qty: 75000 Nos
- Carrying and spreading of kansa poola 5 cm thick over bridge road way before filling of 7.5 cm thick kapsa soil including cartage of sapsa soil from a distance of 1.00 km, On either side of bridge & spreading ramming and dressing the surgace as per direction As per S.I. No.-5 — Qty: 18900 Sqm
- Local shifting of pantoon with in 500m with help of craine — Qty: 6 Nos
- Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 — Qty: 13515 Cum
- During carrying the pontoon pair from place of anchoring(D/S side of bridge) in water and then to cross the dry bed/shallow water on the way upto the alignment, disconnecting the pantoon pair and rolling the pontoon and fixing in the alignment — Qty: 70 Pair
- Carriage and laying of following materails from store to pantoon bridge site including loading unloading all T&P etc.(I) R.S. Joist — Qty: 700 Nos
- Sal Sleeper — Qty: 3038 Nos
- Sal Edging — Qty: 384 Nos
- Railling Post — Qty: 1120 Nos
- Chequerred Plates — Qty: 885 Nos
- Fixing of railing post in position including making 16mm dia 25cm deep hole with the help of generator and drill machine over sleeper and all sal edging before fixing the railing post with help of 300x16 mm size nut and bolts at 1.25mtr c/c including — Qty: 1120 No.
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