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Tender Value
₹8.5 L
EMD Value
₹21,167
Closing Date
8 Jun 2026, 6:00 pm3d left
EXECUTIVE ENGINEER
KANNUR MUNICIPAL CORPORATION
NCFRW-NC Flood- Elayavoor Ambalam Vattaparambu Road -Elayavoor Zonal Under Kannur Municipal Corporation-General Civil Work
2026_LSGD_853808_2
DB/TN-01(6A)/KMC/2026-27
Open Tender
Civil Works - Roads
KANNUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,167
Yes
2 Jun 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1retaring from ch.0/000 to 0/480 | ||||||
| 1.001 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD475219/2025-2026:Supplying and fitting Name board of size 75 x 45 cm made with GI plain sheet 1.25mm thick
(Class III) fitted with 35 x 35 x 4 mm MS angle 2 nos horizontally and 3 nos vertically to make
a frame for strengthening the GI sheet, fitted 2 nos 32 mm GI pipe vertically 90 cm above
ground level and fixing in cement concrete 1:2:4, 30 x 30 x 30 cm including cost and
conveyance of all materials, all labour charges, fabricating etc. complete. | - | each | - | - | BI01010001010000000000000515BI0100001119 |
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