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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.6 LAccepted-AOC | 1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | 2₹16.7 L+₹12,363 (0.75%)Rejected-Finance | 2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | N KANDHASAMY L2 | B SUNDAR L1 |
|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification | |||||
| 1.10 | A)Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 95 | M3 | 250 ₹23,750 | 246 ₹23,370 Lowest |
| 1.20 | B)Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 95 | M3 | 375 ₹35,625 | 367 ₹34,865 Lowest |
| 1.30 | C)Medium rock and dence medium rock not requiring blasting | 81 | M3 | 650 ₹52,650 | 644 ₹52,164 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement,four sand and eight aggregate) mix using 40mm gauge hand broken hard granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm well rammed etc., complete complying with standard specifications. | 10 | M3 | 5,100 ₹51,000 | 5,080 ₹50,800 Lowest |
| 3.00Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | |||||
| 3.10 | A) For 0.00 to 3.30 M (Plane Surface) | 10 | M2 | 1,060 ₹10,600 | 1,054 ₹10,540 Lowest |
| 3.20 | B) For 0.00 to 3.30 M (Curved Surface) | 222 | M2 | 1,590 ₹3,52,980 | 1,582 ₹3,51,204 Lowest |
| 3.30 | C) For 0.00 to 3.30 M (FOR ROUND COLUMN) | 2 | M2 | 2,125 ₹4,250 | 2,109 ₹4,218 Lowest |
| 3.40 | D) For 3.30 M- 4.3 M (Plane Surface) | 66 | M2 | 1,125 ₹74,250 | 1,100 ₹72,600 Lowest |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
28 Mar 2025, 3:00 pmClosed
Executive Officer
Chettipalayam Town panchayat Office
CONSTRUCTION OF 2.00 LAKHS LITRES CAPACITY SUMP AT WARD NO.1 , VELLALORE ROAD KRISHNARAYAPURAM THOTTA SALAI ( SF NO 25/1B ) IN CHETTIPALAYAM TOWN PANCHAYAT
2025_DTP_534875_1
ROC No.331/2024,NNT FUND SUMP -2024-25
Open Tender
Civil Works
Works
180 days
Chettipalayam Town Panchayat
as for Norms
2 documents required · 2 mandatory
₹0
₹20,000
20 Nov 2025
22 Mar 2025
28 Mar 2025
22 Mar 2025
28 Mar 2025
22 Mar 2025
22 Mar 2025 - 28 Mar 2025
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