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Tender Value
₹3.4 L
EMD Value
₹8,464
Closing Date
10 Jul 2026, 6:00 pm3d left
AE
LSGD SECTION PERUMKADAVILA GP
TENDER-PERUMKADAVILA GP-2026-27- 138/27- RE-TARRING OF CHERUKANDAMMOOLA MANNOOR CHULLIYOOR ROAD
2026_LSGD_858117_13
4/AE/LSGD/PKDVLA/2026-27
Open Tender
Civil Works - Roads
180 days
Perumkadavila
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,464
Yes
3 Jul 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
3 Jul 2026 - 5 Jul 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 |
|---|---|---|---|---|---|
| 1retarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | 319.83 | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | 14.32 | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | 295.72 | - |
| 1.004 | 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. | - | cum | 67.13 | - |
| 1.005 | 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) | - | cum | 9,390.88 | - |
| 1.006 | OD13587/2026-2027:S/F name board of size 75x60cm installed in the appropriate place visible to the public made of
brick wall with granite plaque should be inscerted and engraving letters | - | each | 5,754.23 | - |
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Tendernotice_2.pdf
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BOQ_1450925.xls
BOQ • 0.31 MB
sbdcherukandammola.pdf
Tender Documents • 1.83 MB
prelicherukandam.pdf
Tender Documents • 0.25 MB
formcherukandam.pdf
Tender Documents • 0.24 MB
afficherukandam.pdf
Tender Documents • 0.23 MB
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