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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.0 LAccepted-AOC | 1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | 2₹32.2 L+₹21,578 (0.67%)Rejected-Finance 1 49 MELEGOUNDANPALAYAM METTUPALAYAM KINATHUKADAVU 642110 | COIMBATORE | TAMIL NADU | 642110 | 2 | Rejected-Finance Highest Amount Quoted when Compare with Rank 1 |
Tender Value
₹38.5 L
EMD Value
₹39,000
Closing Date
8 Mar 2024, 4:00 pmClosed
Block Developement Officer VP
Pollachi North Block Panchayat Union Office
1.Providing CC Road from Palakkad road via Yadhava nagar to Thalakkarai road at Zamin muthur H/O Zamin muthur panchayat 2.Providing CC pavement from Kittusamy house via AD Colony to nagaraj house at Zamin muthur H/O Zamin muthur panchayat 3.Providing
2024_RDTN_437849_1
Roc5575/2023/A2 Dt28.02.2024
Open Tender
Civil Works - Bridges
Item Rate
120 days
pollachi
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹39,000
Yes
11 Mar 2024
4 Mar 2024
8 Mar 2024
4 Mar 2024
8 Mar 2024
4 Mar 2024
Amount
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³
Plain Cement Concrete 1 : 3 :6 using 20 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. - Below GL
Plain Cement Concrete 1:2:4 (one cement, two M.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.
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³
Plain Cement Concrete 1 : 3 :6 using 20 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. - Below GL
Plain Cement Concrete 1:2:4 (one cement, two M.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.
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³
Plain Cement Concrete 1 : 3 :6 using 20 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. - Below GL
Plain Cement Concrete 1:2:4 (one cement, two M.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.
RADHAKRISHNAN
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