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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC 2324 KARADUMADAM PUNGAMUTHUR ANANIMALAI UDUMALAI | TIRUPPUR | TAMIL NADU | 638459 | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹59,905.65 (7.97%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.3 L+₹1.8 L (23.3%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Loganathan L1 | E.PILLAIYAR L3 | D.KOTHANDARAMAN L2 |
|---|---|---|---|---|---|---|
| 1.00Name of Work : Providing Paver Block road to ST House at Thammanur Panchayat at Kancheepuram Union Under Pooled Assigned Revenue / 2025-26 Estimate Amount : 10.31 Lakhs | ||||||
| 2.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,. | 10.8 | Cum | 200 ₹2,160 Lowest | 242 ₹2,613.6 | 250 ₹2,700 |
| 3.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 59.22 | Cum | 1,700 ₹1,00,674 Lowest | 2,408.5 ₹1,42,631.37 | 1,750 ₹1,03,635 |
| 4.00 | C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete. | 7.2 | Cum | 5,000 ₹36,000 Lowest | 5,101 ₹36,727.2 | 5,050 ₹36,360 |
| 5.00 | Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete. | 144 | Sqm | 450 ₹64,800 | 246.5 ₹35,496 Lowest | 500 ₹72,000 |
| 6.00 | Cement Concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum | 16.56 | Cum | 5,500 ₹91,080 Lowest | 6,324 ₹1,04,725.44 | 5,550 ₹91,908 |
| 7.00 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. | 394.8 | Sqm | 550 ₹2,17,140 Lowest | 854.5 ₹3,37,356.6 | 640 ₹2,52,672 |
| 8.00Provision for RCC Slab Culvert | ||||||
| 9.00 | Earth work Excavatuion and depositing on a bank with initial lead and lift the HG Soil SS20A | 13.5 | Cum | 200 ₹2,700 Lowest | 242 ₹3,267 | 250 ₹3,375 |
| 10.00 | Cement concrete 1:4:8 (one cement,five sand and ten hard granite stone jelly) mix using 40mm Iss HBG metal including cost and conveyance etc..,complete. | 2.03 | Cum | 5,000 ₹10,150 Lowest | 5,101 ₹10,355.03 | 5,050 ₹10,251.5 |
Tender Value
₹10.3 L
EMD Value
₹10,310
Closing Date
27 Feb 2026, 3:00 pmClosed
The Block Development OfficerBP Kancheepuram Union
The Block Development Office Kancheepuram Union
Providing Paver Block road to ST House at Thammanur Panchayat at Kancheepuram Union Under Pooled Assigned Revenue / 2025-26 Estimate Amount .10.31 Lakhs
2026_RDTN_662145_1
RC.No. 197/2026/A2 Dt.16.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
Kancheepuram Union
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,310
16 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work : Providing Paver Block road to ST House at Thammanur Panchayat at Kancheepuram Union Under Pooled Assigned Revenue / 2025-26
Estimate Amount : 10.31 Lakhs | - | - | - | - |
| 2 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,. | - | Cum | - | - |
| 3 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 1 | Cum | - | - |
| 4 | C.C. 1:4:8. Mix using 40MM ISS HBG metal including cost and conveyance and all other labour charges etc,complete. | - | Cum | - | - |
| 5 | Towards the labour charges for centering the C.C.Works including all other labour charges etc, complete. | - | Sqm | - | - |
| 6 | Cement Concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum | 1 | Cum | - | - |
| 7 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. | - | Sqm | - | - |
| 8 | Provision for RCC Slab Culvert | - | - | - | - |
| 9 | Earth work Excavatuion and depositing on a bank with initial lead and lift the HG Soil SS20A | - | Cum | - | - |
| 10 | Cement concrete 1:4:8 (one cement,five sand and ten hard granite stone jelly) mix using 40mm Iss HBG metal including cost and conveyance etc..,complete. | 1 | Cum | - | - |
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