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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC AKKARAIPATTI NARIKKALPATTI | ₹4.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.4 LRejected-Finance D NO 271D3 5 ANDAL NAGAR K R NAGAR NALATINPUTHUR KOVILPATTI TK 628 716 | KOVILPATTI | TUTICORIN | TAMIL NADU | 628716 | ₹4.4 L | L2 | Rejected-Finance Highest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Wrongly Coated EMD Not Received |
| Sl No | Description | Qty | Unit | S CHELLADURAI CONTRACTOR L2 | MARUTHU CONSTRUCTIONS L1 | KIRTHIVIKA CONSTRUCTION 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. | 80 | M3 | 185 ₹14,800 | 184.8 ₹14,784 | 184.8 ₹14,784 |
| 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. | 15 | M3 | 5,100 ₹76,500 | 5,039 ₹75,585 | 5,039 ₹75,585 |
| 3.00Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. | ||||||
| 3.01 | Drain side wall | 324 | M2 | 465 ₹1.5 L | 459 ₹1.5 L | 459 ₹1.5 L |
| 4.00 | Plain Cement Concrete 1:3:6 Mix (one part cement, Three part sand and six 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. | 33 | M3 | 5,770 ₹1.9 L | 5,769 ₹1.9 L | 5,769 ₹1.9 L |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 54 | M2 | 160 ₹8,640 | 151 ₹8,154 | 151 ₹8,154 |
Tender Value
Refer Docs
EMD Value
₹5,340
Closing Date
4 Sept 2025, 3:00 pmClosed
Executive Officer
Town Panchayat Office Keeranur
Construction of Storm Water Drainage at 15th Ward Madurai veeran South side Cross Street in Keeranur Town Panchayat
2025_DTP_599128_1
160/2025-2
Open Tender
Civil Works
90 days
Keeranur
Class II
2 documents required · 2 mandatory
₹0
₹5,340
30 Mar 2026
31 Aug 2025
4 Sept 2025
31 Aug 2025
4 Sept 2025
31 Aug 2025
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