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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | ₹11.0 L | L1 | Accepted-AOC Tender accepted |
| 2 | L2₹11.0 LRejected-Finance KADER BATCHA | KANCHIPURAM | TAMIL NADU | 600069 | ₹11.0 L | L2 | Rejected-Finance accepted |
| Sl No | Description | Qty | Unit | M SEENIMOHAMED L1 | KADER BATCHA L2 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining Wall at Near Pallivasal Sesa Oorani in Pottagavayal Village and Panchayat | |||||
| 2.00 | 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. | 45.85 | cum | 263 ₹12,058.55 | 263.78 ₹12,094.31 |
| 3.00 | Cement Concrete 1:4:8 (One Cement, Four M.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 curing etc. complete complying with standard specification | 6.55 | cum | 5,830 ₹38,186.50 | 5,830.03 ₹38,186.70 |
| 4.00 | Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) | 116.12 | cum | 6,110 ₹7.1 L | 6,110.73 ₹7.1 L |
| 5.00 | 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. (Payment for centering shall be given after the concrete is laid) | 309.66 | sqm | 547 ₹1.7 L | 547.5 ₹1.7 L |
| 6.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 1,67,242.01 ₹1.7 L | 1,67,291.61 ₹1.7 L |
Tender Value
Refer Docs
EMD Value
₹22,200
Closing Date
13 Feb 2026, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICER (B.PT)
PANCHAYAT UNION OFFICE NAINARKOVIL
Construction of Retaining Wall at Near Pallivasal Sesa Oorani in Pottagavayal Village and Panchayat
2026_RDTN_655051_1
A6/3532/2025/NKL
Open Tender
Civil Works
180 days
PANCHAYAT UNION OFFICE NAINARKOVIL
AS PER TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹22,200
3 Mar 2026
11 Feb 2026
13 Feb 2026
11 Feb 2026
13 Feb 2026
11 Feb 2026
Construction of Retaining Wall at Near Pallivasal Sesa Oorani in Pottagavayal Village and Panchayat
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 Cement, Four M.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 curing etc. complete complying with standard specification
Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height)
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. (Payment for centering shall be given after the concrete is laid)
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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