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Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
10 Oct 2026, 6:00 pm7d left
Assistant Engineer
O/O Assistant Engineer LID and EW Section Kanichar GP
Annual Plan-Kanichar GP-66/26-27-RENOVATION WORKS TO NEDUMPURAMCHAL THUDIYAD ROAD in Ward 9 - 10 lakh ch betwn 0/226 and 1/079km -General Civil Work
2026_LSGD_875736_13
AE/LSGD/KCR/ETN/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
270 days
KANICHAR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
3 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
10 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenanace Work | |||||
| 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 | 77.52 | cum | - | - |
| 1.002 | OD99500/2026-2027: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 | 0.57 | 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) | 2.13 | 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. <br>(ii) Using Gravel mix soil. | 28.8 | cum | - | - |
| 1.005 | 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) | 57.6 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.27 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | - | - |
| 1.008 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 23.1 | sqm | - | - |
| 1.009 | OD141385/2026-2027:Granular sub-base/base/surface course with serviceable materials available (deptl
material) during scarifying of existing road. 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.
(Modified 4.11.2) | 9.24 | cum | - | - |
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