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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.2 L+₹5,749 (0.52%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SATHEESKHAN S L2 | K SAHUL AMEEDU L1 |
|---|---|---|---|---|---|
| 1.00CC ROAD | |||||
| 1.01 | 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. | 4 | cum | 275 ₹1,100 | 263 ₹1,052 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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 | 38 | cum | 5,335 ₹2,02,730 | 5,326 ₹2,02,388 Lowest |
| 3.00 | Supplying 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 | 123 | sqm | 515 ₹63,345 | 489 ₹60,147 Lowest |
| 4.00 | P.C.C. 1:2:4 mix (One part of cement , Two part of M sand and Four part of aggregate) using 20mm ISS metal including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete | 121 | cum | 6,700 ₹8,10,700 | 6,699 ₹8,10,579 Lowest |
| 5.00 | Supply and fixing of 12mm thick bitumen sheet including all labor charges etc., | 24 | sqm | 515 ₹12,360 | 485 ₹11,640 Lowest |
| 6.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 180 | Kg | 99 ₹17,820 | 92 ₹16,560 Lowest |
| 7.00 | Reinforced Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 1.5 | cum | 8,350 ₹12,525 | 8,330 ₹12,495 Lowest |
| 8.00 | 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) | 3 | sqm | 170 ₹510 | 160 ₹480 Lowest |
Tender Value
₹13.3 L
EMD Value
₹13,300
Closing Date
11 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER
AYAKUDI TOWNPANCHAYAT
GENERAL FUND 2025-2026 PROVIDING CEMENT CONCRETE ROAD AND CULVERT AT 18TH WARD PALLIVASAL STREET IN AYAKUDI TOWN PANCHAYAT.
2026_DTP_652002_1
82/2025/A
Open Tender
Civil Works
Works
30 days
AYAKUDI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹13,300
13 Mar 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
CC ROAD
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.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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
Supplying 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
P.C.C. 1:2:4 mix (One part of cement , Two part of M sand and Four part of aggregate) using 20mm ISS metal including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete
Supply and fixing of 12mm thick bitumen sheet including all labor charges etc.,
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
Reinforced Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
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)
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