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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC Below Estimate | |
| 2 | Rejected-Technical | - | Rejected-Technical Above Estimate |
| Sl No | Description | Qty | Unit | A RANJITH L2 | MUTHU CONSTRACTOR 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. | 167 | M3 | 300 ₹50,100 | 258 ₹43,086 Lowest |
| 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. | 37 | M3 | 5,300 ₹1,96,100 | 5,274 ₹1,95,138 Lowest |
| 3.00 | Centering for PCC work including cost of material all labour charges etc. compeleted as per standard speifications | 296 | M2 | 550 ₹1,62,800 | 494 ₹1,46,224 Lowest |
| 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. | 67 | M3 | 6,850 ₹4,58,950 | 6,724 ₹4,50,508 Lowest |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 296 | M2 | 180 ₹53,280 | 162 ₹47,952 Lowest |
Tender Value
₹11.3 L
EMD Value
₹56,250
Closing Date
25 Sept 2025, 3:00 pmClosed
Executive Officer
Arimalam Town Panchayat
Construction of Storm Water Drainage at Sandhai Nagappa Road Vaari Culvert to Pudhugai Embal Road Kokkarasan Kanmai Vaari in Arimalam Town Panchayat.
2025_DTP_606980_1
216/2025-2.3
Open Tender
Civil Works
Works
90 days
Arimalam Town Panchayat
as refer the tender document
2 documents required · 2 mandatory
₹0
₹56,250
Yes
26 Sept 2025
20 Sept 2025
25 Sept 2025
20 Sept 2025
25 Sept 2025
20 Sept 2025
Amount
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.
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.
Centering for PCC work including cost of material all labour charges etc. compeleted as per standard speifications
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.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
A RANJITH (BID ID -1469280)
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