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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC SENTHARAPPATTY PO GANGAVALLI TK SALEM DISTRICT | SALEM | TAMIL NADU | 621011 | ₹6.7 L | L1 | Accepted-AOC Work order issued |
| 2 | L2₹6.7 LRejected-Finance CHENDARAPATTY | ₹6.7 L | L2 | Rejected-Finance Not Accepted |
| Sl No | Description | Qty | Unit | SRI SAKTHI CONSTRUCTIONS L2 | VEL CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 204 | M3 | 185.5 ₹37,842 | 183.5 ₹37,434 |
| 2.00 | 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. | 24 | M3 | 5,434.5 ₹1.3 L | 5,433 ₹1.3 L |
| 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. | |||||
| 3.01 | Upto 1 M | 495 | M2 | 460 ₹2.3 L | 459.75 ₹2.3 L |
| 4.00 | 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. | 38 | M3 | 6,884.5 ₹2.6 L | 6,883 ₹2.6 L |
| 5.00 | 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. | 75 | M2 | 167.5 ₹12,562.50 | 166 ₹12,450 |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
25 Aug 2025, 3:00 pmClosed
Executive officer
Thedavoor Town Panchayat Salem District
Construction of Strom water Drain at Wared No.13 Thedavoorputhur south street, Ward No.13 Pudhur burial ground near and Ward No.13 Pudhur New Community Toilet near in Thedavoor Town Panchayat
2025_DTP_593832_1
271/2025/A-2
Open Tender
Civil Works
180 days
Thedavoor Town Panchayat Office
Refer to tender notice
3 documents required · 3 mandatory
₹0
₹16,000
Thedavoor Town Panchayat office
23 Sept 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
18 Aug 2025 - 25 Aug 2025
22 Aug 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.
SRI SAKTHI CONSTRUCTIONS (BID ID -1438555)
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