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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.5 L
EMD Value
₹6,321
Closing Date
28 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LIDEW SULTHAN BATHERY MUNICIPALITY
PROJECT NO 738/26-SULTHAN BATHERY MUNICIPALITY 2025-26 ODAPPALLAM PAZHERI ROAD RENOVATION AT DN 5 IN S. BATHERY MUNICIPALITY
2026_LSGD_837808_59
E1-e-TENDER/2025-26 (5)
Open Tender
Civil Works - Roads
Item Rate
180 days
Sulthan bathery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,321
Yes
3 Mar 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
Re tarring
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.
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.
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD480341/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mmx300mmx500mm below ground level as per drawings and technical specifications Clause 1701. 600 mmx450 mm rectangular .
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