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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Finance₹8.2 LAccepted-AOC | ₹8.2 L | Finance | Accepted-AOC Accepted |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance ERAL | - | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
| Sl No | Description | Qty | Unit | ARPUTHARAJ SAMUEL L1 |
|---|---|---|---|---|
| 1.00 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 108 | Cum | 276 ₹29,808 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 14 | Cum | 5,680 ₹79,520 |
| 3.00Supplying 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. | ||||
| 3.10 | Retaining wall - First footing Above 1m | 137 | Sqm | 978 ₹1.3 L |
| 3.20 | Retaining Wall upto 1M Below GL | 126 | Sqm | 537 ₹67,662 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 72 | Cum | 7,086 ₹5.1 L |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
12 Dec 2025, 3:00 pmClosed
Executive Officer Eral Town Panchayat
Executive Officer Eral Town Panchayat
Eral Town Panchayat - Construction of Retaining wall at Eral to Tirunelveli Main Road Eral Town Panchayat Ward No.11 Thiruvaluthi Nadarvilai in Eral
2025_DTP_629815_1
191-1/2025
Open Tender
Civil Works
Eral Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
11 Feb 2026
8 Dec 2025
12 Dec 2025
8 Dec 2025
12 Dec 2025
9 Dec 2025
Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
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 - First footing Above 1m
Retaining Wall upto 1M Below GL
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_753151.pdf
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Tendernotice_1.pdf
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BOQ_753151.xls
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