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| Sl No | Description | Qty | Unit | DONY PAUL L2 | ABBAS K P L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 491.7 | sqm | 16.01 ₹7,872.12 | 14.4 ₹7,080.48 Lowest |
| 1.00 | OD380528/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 491.7 | sqm | 1,160.33 ₹5,70,534.26 | 1,044.3 ₹5,13,482.31 Lowest |
| 1.00 | 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) | 4.8 | cum | 9,186.73 ₹44,096.3 | 8,268.06 ₹39,686.69 Lowest |
Tender Value
₹6.2 L
EMD Value
₹15,563
Closing Date
25 Feb 2026, 2:00 pmClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section
Vengola GP Pro.No577 2025-26 MANCHERIMUKK KALATHIPPADAM ROAD MAINTENANCE SECOND STAGE WARD WARD 9
2026_LSGD_836483_2
14/ET/AE/LID EW/VGLA/2025-26
Open Tender
Civil Works - Roads
Item Rate
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,375
Yes
₹15,563
Yes
30 Jun 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
18 Feb 2026 - 25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1 | sqm | - | - |
| 1.002 | OD380528/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete. | 1 | sqm | - | - |
| 1.003 | 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 | - | - |
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