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Tender Value
₹7.6 L
EMD Value
₹19,052
Closing Date
5 Oct 2026, 3:00 pm6d left
Office of the Assistant Engineer Akalakunnam
Office of the Assistant Engineer Akalakunnam
Annual Plan127/25-26 Thuruthipally Manal Bund Road Maintanance Akalakunnam G P
2026_LSGD_872854_28
ET03/27/Dtd 26/09/2026
Open Tender
Civil Works - Roads
Item Rate
240 days
AKALAKUNNAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹19,052
Yes
26 Sept 2026
26 Sept 2026
6 Oct 2026
26 Sept 2026
5 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 30.8 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.4 | cum | - | - |
| 1.003 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 43.73 | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 2.62 | tonne | - | - |
| 1.005 | OD245215/2025-2026:OD175548/2024-2025
EARTH FILLING using cut earth and conveyed from places of own choice (5 KM) with royalty in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m as per direction of site Engineer in charge | 50.9 | cum | - | - |
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