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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC | ₹1.0 Cr | 1 | Accepted-AOC QUQLIFIED |
| 2 | 1₹1.0 CrRejected-AOC | ₹1.0 Cr | 1 | Rejected-AOC DIS QUALIFIED |
| 3 | 1₹1.0 CrRejected-AOC | ₹1.0 Cr | 1 | Rejected-AOC DIS QUALIFIED |
| 4 | 1₹1.0 CrRejected-AOC | ₹1.0 Cr | 1 | Rejected-AOC DIS QUALIFIED |
| 5 | 1₹1.0 CrRejected-AOC | ₹1.0 Cr | 1 | Rejected-AOC DIS QUALIFIED |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
29 Dec 2025, 5:00 pmClosed
Addl. Chief Engineer, EMIC, Keonjhar
Addl. Chief Engineer, EMIC, Keonjhar
Construction of Canal Lining in the Left Canal RD 4145.0M to 4904M and Right Main Canal (RD 00M to 210.0M 1275.0M to 2027.0M) of Hanumantia MIP in Telkoi Block of Keonjhar District under CAPEX LINING Scheme for the year 2025-26
2025_CEMIB_123459_3
BID IDENTIFICATION NO- Addl. C.E EMIC No.- 05/EMIC/2025-26
National Competitive Bid
Civil Works - Others
180 days
Telkoi Block of Keonjhar District
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
Yes
11 Mar 2026
18 Dec 2025
30 Dec 2025
18 Dec 2025
29 Dec 2025
18 Dec 2025
Excavation, loading, unloading and carrige by mechanical means of all kinds of soil including moorum, stoney earth, gravel etc. interspread with boulders up to 1/2 cum in size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineering-in-charge.
Filling in foundation & plinth with sand well watered and rammed in layers of 23.5cm thick including cost, conveyance of materials and supply of all labour, taxes as per prevailing norm and T&P, dewatering if required for the work etc. complete and as directed by Engineer-in-Charge.
CC M-15 grade (As per design mix) with crushed granite coarse aggregate of size 20 mm and downgraded quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting , lowering and laying concrete in position to proper slope and level and compacting by Vibrator ensuring quality control aspects and in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period with cost, conveyance, royalty and other taxes of all materials supplying all labour and T&P materials required for this item etc. complete in all respect as directed by Engineer-in-charge.
RCC M-20 grade (As per design mix) with crushed granite coarse aggregate of size 20 mm and downgraded quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting , lowering and laying concrete in position to proper slope and level and compacting by Vibrator ensuring quality control aspects and in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period with cost, conveyance, royalty and other taxes of all materials supplying all labour and T&P materials required for this item etc. complete in all respect as directed by Engineer-in-charge.
Supplying, fitting and fixing of stainless steel of 304 grade in hand rail using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90 mt c/c and stainless square pipe bacing of size 32mm x 32mm x 2mm in three rows in staircase, where ever required as per approved design and specification, buffing, polishing etc with cost, conveyance, taxesof all materials, supplying all labour and T & P required for the work etc. complete in all respect as directed bt the Engineer-in-charge
Providing Weep Holes of 50mm dia using A.C./ PVC pipe, fixing with cement mortar including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -2706 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dam blocks including cost of all materials, labour, T. & P. etc. complete as directed by the Engineer-in-charge including removal of forms
Filling the gaps of foundation and plinth with excavated earth with all leads and lifts including breaking clods to maximum 5cm.to 7cm.in size and watering and ramming etc. complete in all respect as directed by the Engineer in-charge.
Labour charges for laying, fixing and collar jointing RCC spun pipes with necessary twisted and coaltarred hemp yarn including chulking and filling with cement concrete(1:2;4) and finishing the same smooth and curing including cost, conveyance, royalty and taxes all materials with all leads and lifts complete as per the direction of the Engineer-in-charge.(Including cost & conveyance of RCC spun pipes). 150mm dia NP3 RCC Hume pipe
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