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Tender Value
₹9.6 L
EMD Value
₹23,932
Closing Date
1 Oct 2026, 6:00 pm4d left
AE,LSGD, AZHIKODE GP
AE,LSGD, AZHIKODE GP
294/26-27 INDUSTRIAL ESTATE JAYARAJAN SHOP ROAD CONSTRUCTION -WARD 20
2026_LSGD_871090_2
AE/LIDEW/AKD/ET3/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE, LSGD, AZHIKODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,115
Yes
₹23,932
Yes
19 Sept 2026
19 Sept 2026
3 Oct 2026
19 Sept 2026
1 Oct 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 50.94 | cum | - | - |
| 1.002 | OD187916/2026-2027:
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 135.84 | cum | - | - |
| 1.003 | 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) | 21.23 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.98 | tonne | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 | 212.44 | cum | - | - |
| 1.006 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 225.75 | cum | - | - |
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BOQ_1476347.xls
BOQ • 0.30 MB
BD294.pdf
Tender Documents • 1.75 MB
NIT294.pdf
Other Document • 0.03 MB
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