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Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
16 Sept 2026, 6:00 pmClosed
Bindu P.S
Office of the Assistant Engineer, LID EW Section, Sreekandapuram Municipality.
PROJ.NO 520/26 RETARING AND CROSS DRAINAGE WORKS FOR NEDIYENGA KATTAI KORANGODE ROAD near ch 0/350,near ch 0/980 and b/w1/640 to 1/930 km (retender)
2026_LSGD_868517_4
PW1-4013331-1-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,170
Yes
9 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1cross drainage near ch.0/980 km | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 45.76 | cum | - | - |
| 1.002 | OD426219/2025-2026: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 | 10.08 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 32.62 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 4.55 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.49 | tonne | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.05 | cum | - | - |
| 1.007 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 6.24 | cum | - | - |
| 2Retaring near ch 0/980 and between ch 1/640 to 1/930 km to 01/012.2 km | |||||
| 2.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 3 | cum | - | - |
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