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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAdmitted-Finance CHENNAI CIRCLE CHENNAI 6 | ₹21.7 L | L1 | Admitted-Finance |
| 2 | L2₹25.5 LAdmitted-Finance 3 24 SOUTH STREET ORAKKADU VILLAGE ORAKKADU POST ORAKKADU TAMIL NADU 607103 | ORAKKADU | CUDDALORE | TAMIL NADU | 607103 | ₹25.5 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical NO 33 PILLAYAR KOIL ST PULIYAMBEDU CHENNAI 77 | CHENNAI | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s. PCN CONSTRUCTIONS L2 | M/s. KVR & CO L1 |
|---|---|---|---|---|---|
| 1.00Providing CC Road in Lakshmi Nagar 2nd Cross Street at Vitchoor Panchayat | |||||
| 2.00 | Earth work excavation and depositing on bank with in initial lead including cost of convetance etc.., completed | 41.4 | Cum | 131 ₹5,423.40 | 112.13 ₹4,642.18 |
| 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) . | 156.63 | Cum | 3,057 ₹4.8 L | 2,599.57 ₹4.1 L |
| 4.00 | Cement Concrete 1:4:8 ( One Cement Four sand and Eight Hard Broken stone) using 40 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. complete. | 118.22 | Cum | 5,967 ₹7.1 L | 5,079.5 ₹6.0 L |
| 5.00 | Supply and Errecting for Centering and shuttering for core wall sides including cost and conveyance and materials of labour charges etc,.complete. | 448.5 | Sqm | 136.5 ₹61,220.25 | 116.38 ₹52,196.43 |
| 6.00 | Cement Concrete 1:3:6 ( One Cement Three sand and Six Hard Broken stone) using 20 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. complete. | 133.86 | Cum | 6,718 ₹9.0 L | 5,712 ₹7.6 L |
| 7.00 | Suppy and fixing of Bitumen pad for Expansion Joints. | 17.25 | Sqm | 234 ₹4,036.50 | 199.2 ₹3,436.20 |
| 8.00 | Provision for Nameboard charges | 1 | Nos | 4,500 ₹4,500 | 3,826 ₹3,826 |
| 9.00 | GST 18% | 1 | GST Amount | 3,88,563.89 ₹3.9 L | 3,30,548.09 ₹3.3 L |
Tender Value
₹25.8 L
EMD Value
₹64,400
Closing Date
5 Dec 2025, 3:00 pmClosed
Block Development Officer VP
Block Development Office Sholavaram
Providing CC Road in Lakshmi Nagar 2nd Cross Street at Vitchoor Panchayat
2025_RDTN_626777_1
Village Panchayat General Fund 2025 -26
Open Tender
Civil Works
90 days
Sholavaram
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹64,400
Yes
21 Jan 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
5 Dec 2025
27 Nov 2025
Providing CC Road in Lakshmi Nagar 2nd Cross Street at Vitchoor Panchayat
Earth work excavation and depositing on bank with in initial lead including cost of convetance etc.., completed
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) .
Cement Concrete 1:4:8 ( One Cement Four sand and Eight Hard Broken stone) using 40 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. complete.
Supply and Errecting for Centering and shuttering for core wall sides including cost and conveyance and materials of labour charges etc,.complete.
Cement Concrete 1:3:6 ( One Cement Three sand and Six Hard Broken stone) using 20 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. complete.
Suppy and fixing of Bitumen pad for Expansion Joints.
Provision for Nameboard charges
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