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Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
5 Aug 2026, 3:00 pm4d left
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LSGD NALLEPPILLY GRAMA PANCHAYAT, NALLEPILLY, PALAKKAD
ENGINEERKALAM ROAD RENOVATION P NO62
2026_LSGD_862509_1
ET1-13/2026-27/AE/LSGD/NPY
Open Tender
Civil Works - Roads
Item Rate
210 days
Nallepilli
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,584
Yes
27 Jul 2026
27 Jul 2026
7 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | 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 | - | cum | - | - |
| 1.003 | OD28796/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness lines and levels cost and conveyance of all materials labour charges etc complete as per the direction of the departmental officers at site. | - | 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 | - | tonne | - | - |
| 1.005 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | - | cum | - | - |
| 1.006 | OD28876/2026-2027:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1 | cum | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.80 MB
N.pdf
Tender Documents • 0.78 MB
Integrity.pdf
Other Document • 0.23 MB
Preli.pdf
Other Document • 0.27 MB
Epayment.pdf
Other Document • 0.23 MB
Affi.pdf
Other Document • 0.25 MB
F.pdf
Other Document • 0.27 MB
SBD.pdf
Other Document • 2.25 MB
B.xls
Tender Documents • 0.30 MB
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