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Tender Value
₹1.7 L
EMD Value
₹4,219
Closing Date
18 Feb 2026, 5:00 pmClosed
Assistant engineer
Assistant engineer Vettikkavala GP
Thembra Poovanathur Road Side wall Construction ward 8 in Vettikkavala GP(154/26)
2026_LSGD_834673_2
05/AE/LIDEW/VTKGP/25-26
Open Tender
Civil Works - Roads
Percentage
180 days
Vettikkavala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,219
Yes
21 Aug 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL | |||||
| 1.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | 941.83 | ₹940.89 |
| 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. | - | cum | 6,847.77 | - |
| 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 | 9,887.04 | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | 1,00,437.31 | ₹1,00,336.87 |
| 1.005 | OD51506/2025-2026:Mord: Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | 524.53 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1404021.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_1404021.xls
BOQ • 0.31 MB
AFFI.pdf
Tender Documents • 0.24 MB
EPAY.pdf
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FIP.pdf
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FOT.pdf
Tender Documents • 0.26 MB
PA.pdf
Tender Documents • 0.26 MB
SBD154.pdf
Tender Documents • 1.65 MB
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