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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-AOC | 1 | Accepted-AOC Work Order Issued | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹11.4 L
EMD Value
₹23,000
Closing Date
17 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER
9, Attur Main Road, Veeraganur Post, Gangavalli Tk, Salem Dt.
Construction of Storm Water Drain with Culvert at Ward No 2 Ramanathapuram Arch in Veeraganur Town Panchayat, Salem District.
2025_DTP_602972_1
169/2025
Open Tender
Civil Works - Others
Works
120 days
VEERAGANUR TOWN PANCHAYAT
Enclosed
2 documents required · 2 mandatory
₹0
₹23,000
VEERAGANUR TOWN PANCHAYAT
19 Sept 2025
11 Sept 2025
17 Sept 2025
11 Sept 2025
17 Sept 2025
11 Sept 2025
15 Sept 2025
Amount
Earth work excavation for foundation 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.
Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- 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.
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.
Upto 1 M
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- 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.
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification.
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