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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹7.0 L+₹19,134 (2.79%)Rejected-Finance MAYILADUTHURAI | 2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | VERSATILE ENGINEERING SERVICES L2 | senthil L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation, etc., in all soil sand sub- soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick well rammed and depositing the surplus earth with in the compound in place shown by the departmental officers within an initial lead and lift and clearing and levelling the site etc.,complete | 15.3 | M3 | 3,442.5 ₹3,443 | 3,014.1 ₹3,014 Lowest |
| 2.00 | Supplying and filling in foundation and basement with good Stone Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specfication. | 4.7 | M3 | 3,877.5 ₹3,878 | 3,774.1 ₹3,774 Lowest |
| 3.00 | Cement Conceret 1:4:8 (One Cement four M-sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete | 4.7 | M3 | 31,020 ₹31,020 | 30,620.5 ₹30,621 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I ) | 17.8 | M3 | 1,42,400 ₹1,42,400 | 1,39,712.2 ₹1,39,712 Lowest |
| 5.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 142.6 | M2 | 1,03,385 ₹1,03,385 | 1,01,317.3 ₹1,01,317 Lowest |
| 6.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 28.15 | M3 | 87,265 ₹87,265 | 87,039.8 ₹87,040 Lowest |
| 7.00 | Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of stone dust filling incl. Cost of materials
laying and Labour charges etc complete complying with the standardspecification and as directed by the departmental Officers | 187.5 | M2 | 3,00,000 ₹3,00,000 | 2,86,968.75 ₹2,86,969 Lowest |
| 8.00 | RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. | 5 | RM | 33,500 ₹33,500 | 33,310 ₹33,310 Lowest |
Tender Value
₹8.2 L
EMD Value
₹8,200
Closing Date
9 Feb 2026, 3:00 pmClosed
Executive Officer
Koradachery L.F.Road Kodavasal
Providing Paverblock Road and Construction Of RCC Pipe Culvert At Pidari Koil Kulam In Kodavasal
2026_DTP_651591_1
471/2025/5
Open Tender
Civil Works
Works
Kodavasal Town Panchayat
As per specification
3 documents required · 3 mandatory
₹0
₹8,200
Yes
27 Feb 2026
5 Feb 2026
9 Feb 2026
5 Feb 2026
9 Feb 2026
5 Feb 2026
Earth work excavation for foundation, etc., in all soil sand sub- soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, shuttering, bailing out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick well rammed and depositing the surplus earth with in the compound in place shown by the departmental officers within an initial lead and lift and clearing and levelling the site etc.,complete
Supplying and filling in foundation and basement with good Stone Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specfication.
Cement Conceret 1:4:8 (One Cement four M-sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I )
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of stone dust filling incl. Cost of materials laying and Labour charges etc complete complying with the standardspecification and as directed by the departmental Officers
RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints.
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