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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance VALID BID |
| 2 | L2₹3.6 LAccepted-Finance | ₹3.6 L | L2 | Accepted-Finance VALID BID |
| 3 | L3₹3.9 LAccepted-Finance | ₹3.9 L | L3 | Accepted-Finance VALID BID |
| 4 | L4₹3.9 LAccepted-Finance | ₹3.9 L | L4 | Accepted-Finance VALID BID |
| 5 | L5₹4.3 LAccepted-Finance | ₹4.3 L | L5 | Accepted-Finance VALID BID |
| Sl No | Description | Qty | Unit | M.BABU L5 | RAJENDRAN L4 | K.G.GEORGE L1 | M MURUKESAN L2 | SAJEEVAN L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00concrete road | ||||||||
| 1.00 | 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 | 8.55 | cum | 550 ₹4,702.50 | 406.18 ₹3,472.84 | 361.24 ₹3,088.60 | 378.8 ₹3,238.74 | 405.74 ₹3,469.08 |
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 138 | sqm | 76 ₹10,488 | 46.94 ₹6,477.72 | 39.27 ₹5,419.26 | 43.81 ₹6,045.78 | 46.89 ₹6,470.82 |
| 1.00 | 4.1.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 | 5.7 | cum | 4,500 ₹25,650 | 3,070.85 ₹17,503.85 | 2,731.05 ₹15,566.99 | 2,866.33 ₹16,338.08 | 3,067.51 ₹17,484.81 |
| 1.00 | 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) | 40.85 | cum | 9,563.75 ₹3.9 L | 8,798.65 ₹3.6 L | 7,825.06 ₹3.2 L | 8,214.19 ₹3.4 L | 8,789.09 ₹3.6 L |
| 1.00 | OD175941/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer
frame, 0.6mm hire charges, etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer frame, 0.6mm suitable color and size, fixing the post in the ground with
CC 1:2:4, etc complete | 1 | each | 2,804.42 ₹2,804.42 | 2,580.07 ₹2,580.07 | 2,294.23 ₹2,294.23 | 2,631.84 ₹2,631.84 | 2,577.26 ₹2,577.26 |
Tender Value
₹5 L
EMD Value
₹10,600
Closing Date
20 Feb 2026, 4:00 pmClosed
AEE CHITTUR BLOCK
AEE CHITTUR BLOCK
Annual Plan-CHITTUR BLOCK/2025-26/ P No.-140/2025-Eruthempathy Ward 11 Ganthinagar road concrete work at Erthempathy Gram Panchayath-General Civil Work
2026_LSGD_835583_5
ET-6/AEE/LSGD/CTR/2025-26
Open Tender
Civil Works - Roads
150 days
LSGD CHITTUR BLOCK
Please refer Tender documents.
9 documents required · 9 mandatory
₹850
Yes
₹10,600
Yes
26 May 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
concrete road
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
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
4.1.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
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)
OD175941/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm hire charges, etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm suitable color and size, fixing the post in the ground with CC 1:2:4, etc complete
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