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Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
28 Aug 2026, 6:00 pmDue today
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS-LAC ADS 2022-23 Sri KP Mohanan MLA, Kuthuparamba LACConstruction of Chelakkad - AKG Road from Ch. 0/323 to 0/402km and Ch.0/411 to 0/466km in Kunnothuparamba GP- General Civil Work
2026_LSGD_865877_1
DB/TN/1(9)/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Kannur
please refer Tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
18 Aug 2026
18 Aug 2026
29 Aug 2026
18 Aug 2026
28 Aug 2026
18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 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. | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 0.2 | cum | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | OD125712/2026-2027:Laterite masonry with neatly dressed laterite stones of size 35x20x20 cm or nearest size in cement mortar 1:5 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1. of DAR). | - | cum | - | - |
| 1.009 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 1.09 MB
SBDchelakkad.pdf
Tender Documents • 1.74 MB
NITchelakkad.pdf
Other Document • 0.04 MB
BOQ_1465398.xls
BOQ • 0.30 MB
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