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Tender Value
₹3.4 L
EMD Value
₹8,470
Closing Date
15 Oct 2026, 6:00 pm
AE
The Assistant Engineer, LIDEW Section , Kunhimangalam Grama Panchayat
GENERAL-Kunhimangalam GP-Project No 107/2026-27-Kundevayal Road construction General Civil Work-
2026_LSGD_874221_7
02/2026-27/TEN/AE/LIDEW/KUN
Open Tender
Civil Works - Roads
Item Rate
180 days
Kunhimangalamgp
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,470
Yes
29 Sept 2026
29 Sept 2026
17 Oct 2026
29 Sept 2026
15 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 3.6 | cum | - | - |
| 1.002 | OD174407/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Modified 11.4.1.1 form work excluded)
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 3.6 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 5.4 | cum | - | - |
| 1.004 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 16.8 | cum | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 25.2 | cum | - | - |
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