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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹8.2 L+₹1.2 L (16.4%)Rejected-Finance | 2 | Rejected-Finance Rejected | |
| 3 | 3₹9.2 L+₹2.1 L (29.2%)Rejected-Finance | 3 | Rejected-Finance Rejected | |
| 4 | 4₹9.2 L+₹2.1 L (29.6%)Rejected-Finance | 4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | S.P KAARTHIKEYAN L4 | C PALANICHAMY L3 | ARUL PRAKASH A L1 | ADAIKKAPPAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification. | 51 | M3 | 270 ₹13,770 | 263 ₹13,413 | 212 ₹10,812 Lowest | 237 ₹12,087 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 7 | M3 | 5,741 ₹40,187 | 5,741 ₹40,187 | 5,032 ₹35,224 Lowest | 5,167 ₹36,169 |
| 3.00 | 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. Retaining Wall | 234 | M2 | 720 ₹1,68,480 | 710 ₹1,66,140 | 452 ₹1,05,768 Lowest | 640 ₹1,49,760 |
| 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 ) | 97 | M3 | 7,173 ₹6,95,781 | 7,173 ₹6,95,781 | 5,738 ₹5,56,586 Lowest | 6,457 ₹6,26,329 |
Tender Value
Refer Docs
EMD Value
₹11,000
Closing Date
24 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER
NALLUOORANI THENKARAI, TOWN PANCHAYAT OFFICE, NERKUPPAI SIVAGANGAI DISTRICT
Construction of Retaining wall(East and west) at Ward No 9 Karuppan oorani in Nerkuppai Town Panchayat.
2025_DTP_604893_6
123/2025
Open Tender
Civil Works
Works
90 days
NERKUPPAI TOWN PANCHAYAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,000
NERKUPPAI TOWN PANCHAYAT
21 Jan 2026
17 Sept 2025
24 Sept 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
22 Sept 2025
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