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Tender Value
₹12.7 L
EMD Value
₹31,743
Closing Date
15 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER
L.S.G.D DIVISION DISTRICT PANCHAYATH THRISSUR
146364 Annual Plan-DPT TSR 2025-26 Kadavallur GP-ward 19 Nayadi sanketham road construction -Chowannur BP-Kattakambal Division Pro No. S1299/26-In Chowannur BPGeneral Civil Work
2026_LSGD_853310_19
TN 1/26-27
Open Tender
Civil Works - Roads
365 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,743
Yes
30 May 2026
30 May 2026
17 Jun 2026
30 May 2026
15 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1side protection | ||||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD435223/2025-2026:DRY RUBBLE MASONRY with hard 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.(Modified 75.7.1)(without Bond stone) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD474156/2025-2026:filling with contractor own earth (excluding rock)in open areas in layers not exceeding 20cm in depth,consolidatingeacxh deposited layer by ramming and watering ,lead upto 50m and lift up to 1.5m as per direction insite engineer-in-charge | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001119 |
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