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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC Lowest Tender Rate |
| 2 | L2₹2.1 L+₹14,291.90 (7.17%)Rejected-AOC | ₹2.1 L+₹14,291.90 (7.17%) | L2 | Rejected-AOC Highest Tender Rate |
| 3 | L3₹2.2 L+₹17,331.90 (8.69%)Rejected-AOC 20 SOODAMANI NAGAR KARAIKUDI SIVAGANGAI 630003 | SIVAGANGA | TAMIL NADU | 630003 | ₹2.2 L+₹17,331.90 (8.69%) | L3 | Rejected-AOC Highest Tender Rate |
| 4 | L4₹2.4 L+₹39,501.90 (19.8%)Rejected-AOC | ₹2.4 L+₹39,501.90 (19.8%) | L4 | Rejected-AOC Highest Tender Rate |
| 5 | L5₹2.9 L+₹89,651.90 (44.9%)Rejected-AOC | ₹2.9 L+₹89,651.90 (44.9%) | L5 | Rejected-AOC Highest Tender Rate |
| Sl No | Description | Qty | Unit | TECHNICAL ENGINEERING CONSTRUCTION L1 | SRI AATHI CONSTRUCTIONS L2 | D SENTHILKUMAR L3 | SELVAN CONSTRUCTIONS L5 | PRETHIVI & CO L4 |
|---|---|---|---|---|---|---|---|---|
| 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. (For Chokkanathapuram valayar street, Valayar to vadagudi salai-2,3) | 34 | M3 | 201.47 ₹6,849.98 | 110 ₹3,740 Lowest | 120 ₹4,080 | 1,200 ₹40,800 | 225 ₹7,650 |
| 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. | 8 | M3 | 4,366.9 ₹34,935.2 Lowest | 4,800 ₹38,400 | 4,600 ₹36,800 | 5,000 ₹40,000 | 5,000 ₹40,000 |
| 3.00 | Supplying and erecting centering for sides and soffits including supports and strutting upto3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 135 | M2 | 375.92 ₹50,749.2 | 500 ₹67,500 | 400 ₹54,000 | 700 ₹94,500 | 300 ₹40,500 Lowest |
| 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. | 18 | M3 | 5,554.45 ₹99,980.1 | 5,500 ₹99,000 | 6,300 ₹1,13,400 | 5,000 ₹90,000 Lowest | 8,000 ₹1,44,000 |
| 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 and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 34 | M2 | 203.93 ₹6,933.62 | 150 ₹5,100 Lowest | 250 ₹8,500 | 700 ₹23,800 | 200 ₹6,800 |
Tender Value
₹2.9 L
EMD Value
₹2,900
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Officer, Pallathur Town Panchayat
Town Panchayat Office, Pallathur, Sivagangai District
Construction of Drainage at Ward No. 05 Kilamel 10th street (near Kaatoorani Motor Room) in Pallathur Town Panchayat
2026_DTP_685124_5
273/2026/A1
Open Tender
Civil Works
Works
60 days
Pallathur Town Panchayat
Class II
4 documents required · 4 mandatory
₹0
₹2,900
14 Aug 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. (For Chokkanathapuram valayar street, Valayar to vadagudi salai-2,3) | 34 | M3 | - | - |
| 2 | 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. | 8 | M3 | - | - |
| 3 | Supplying and erecting centering for sides and soffits including supports and strutting upto3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 135 | M2 | - | - |
| 4 | 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. | 18 | M3 | - | - |
| 5 | 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 and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 34 | M2 | - | - |
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