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Tender Value
₹1.7 L
EMD Value
₹4,233
Closing Date
12 Oct 2026, 3:00 pmClosed
Muhammed Faizal TA
OFFICE OF ASSISTANT ENGINEER,LIDEW SECTION,PRAMADOM GRAMA PANCHAYATH
Pro.No.361/25-26 Kaniyamchal Ela bund construction-Ward-1(Retender)ward no 20
2026_LSGD_871642_56
E3/AE/LIDEW/PRDM/26-27
Open Tender
Civil Works - Roads
Percentage
180 days
PRAMADOM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,233
Yes
12 Oct 2026
30 Sept 2026
13 Oct 2026
30 Sept 2026
12 Oct 2026
30 Sept 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 |
|---|---|---|---|---|---|
| 1Miantenance | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 10.08 | cum | 941.83 | ₹9,493.65 |
| 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. | 19.44 | cum | 6,847.77 | ₹1,33,120.65 |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.35 | cum | 9,186.73 | ₹12,402.09 |
| 1.004 | OD457026/2025-2026: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 Engineerincharge. | 28.62 | cum | 500.07 | ₹14,312 |
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details.html
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Tendernotice_1.pdf
PDF • 0.30 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1482922.xls
BOQ • 0.31 MB
viewsbd361merged.pdf
Additional Documents • 2.64 MB
361PRILIMINARY.pdf
Tender Documents • 0.25 MB
361FOT.pdf
Tender Documents • 0.24 MB
361AFFIDIVIT.pdf
Tender Documents • 0.23 MB
56corri.pdf
PDF • 0.25 MB
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