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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical acept |
| 2 | Accepted-Technical | Accepted-Technical acept |
Tender Value
₹33.0 L
EMD Value
₹33,000
Closing Date
19 Feb 2026, 3:00 pmClosed
The Special Officer, Kaniyur
Village Panchayat Office, Kaniyur, Coimbatore
Construction of 2.00 Lakhs litre capacity Sump at Ganesh nagar in Sengathurai road. H / O Kaniyur in Sulur Block of Coimbatore District under PGF / 2025-26
2026_RDTN_659747_1
3502/2025 / A2 Dt 06.01.2026
Open Tender
Civil Works
Item Rate
180 days
Sulur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹33,000
19 Feb 2026
17 Feb 2026
19 Feb 2026
17 Feb 2026
19 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1..Construction of 2.00 Lakhs litre capacity Sump at Ganesh nagar in Sengathurai road. H / O Kaniyur | - | - | - | - |
| 2 | Earth work excavation for foundation in all soils and sub-soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, hard gravelly soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm. thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts, etc., including levelling the site complete complying with standard specifications and as directed . | - | - | - | - |
| 3 | For Hard soil 0 to 2m | 98.52 | cum | - | - |
| 4 | For SDR | 98.52 | cum | - | - |
| 5 | For DMR not requiring blasting | 49.26 | cum | - | - |
| 6 | Cement Concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm HBG stone for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. | 25.98 | Cum | - | - |
| 7 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete. 1.50m to 4.50m below G.L. | 29.15 | cum | - | - |
| 8 | 0m to 1.50m below G.L. | 6.79 | Cum | - | - |
| 9 | Up to 4.50m above GL From GL | 16.79 | cum | - | - |
| 10 | Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or susitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to13cm dia spaced at 75cm centre to centre complying with standard specifications etc. complete PLANE SURFACE Below G.L. | - | - | - | - |
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