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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC Work Order Issued |
| 2 | 1₹4.3 LRejected-Finance | ₹4.3 L | 1 | Rejected-Finance Above |
| Sl No | Description | Qty | Unit | C PALANICHAMY L2 | S.P KAARTHIKEYAN L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B | 54 | Cum | 210 ₹11,340 | 197.5 ₹10,665 |
| 2.00 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 12 | Cum | 5,744 ₹68,928 | 5,733 ₹68,796 |
| 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. (Payment for centering shall be given after the concrete is laid)30(S) 86 ,86A V, VI (S3) VII | |||||
| 3.01 | Drainage Side Wall | 240 | Sqm | 510 ₹1.2 L | 489 ₹1.2 L |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I ). | 30 | Cum | 7,220 ₹2.2 L | 7,204.38 ₹2.2 L |
| 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) | 40 | Sqm | 200 ₹8,000 | 173 ₹6,920 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
22 Sept 2025, 3:00 pmClosed
The Executive Officer
Ponnamaravathy Town Panchayat
Construction Of Drainage at Ward No.6 Bajar Main Shandu Cross Street Kathiresan Chettiyar Lane, Meyyappan Chettiyar Lane in Ponnamaravathy Town Panchayat
2025_DTP_605439_2
533/2025- MP 2025-2026- Drainage
Open Tender
Civil Works
90 days
Ponnamaravathy Town Panchayat
As Refer Tender Document
2 documents required · 2 mandatory
₹0
₹5,000
20 May 2026
20 Sept 2025
22 Sept 2025
20 Sept 2025
22 Sept 2025
20 Sept 2025
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