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Tender Value
₹7.6 L
EMD Value
₹19,000
Closing Date
8 Jun 2026, 3:00 pm3d left
Assistant Engineer
The Assistant Engineer, LID EW Section Mazhuvannoor Grama Panchayat
GENERAL ANNUAL PLAN 2025 26 PROJECT NO 87 KILIKULAM CHALIPADAM ROAD MAINTENANCE WARD NO 09 IN MAZHUVANOOR GP RE TENDER
2026_LSGD_853241_13
1/AE/LID EW/MZVR/2026-27
Open Tender
Civil Works - Roads
300 days
Mazhuvannoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,000
Yes
30 May 2026
30 May 2026
10 Jun 2026
30 May 2026
8 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Inter lock paving tile | ||||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD342891/2025-2026: Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of
approved size . design and shape laid in required and pattern over 50 mm thick compacted bed
of approved cushion material, compacting and proper embedding flaying of inter locking paver
blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting
of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in
charge | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 2Open drain | ||||||
| 2.001 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.004 | 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 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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