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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹11.4 L+₹1,338 (0.12%)Rejected-Finance | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | DURAISAMY DURKKAIYAPPAN L2 | MAHENDRAN R L1 |
|---|---|---|---|---|---|
| 1.00Name of the Work : Providing Paverblock Arrangements Near Chinnakalipalayam Kovil H/O Nerur North | |||||
| 2.00 | Earth work excavalion for foundation in all clauses of soils and sub soils to full depth A may be directed except in hard rock requiring blasting but inclusive of sharing strutting and boiling out water whenever necessary et complete | 10.53 | m3 | 247.22 ₹2,603.23 | 246.22 ₹2,592.7 Lowest |
| 3.00 | Cement concrete 1:4:8 mix (one cement four sand and eight aggregatelusing 240mm gouge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick | 3.51 | m3 | 5,229.59 ₹18,355.86 | 5,228.59 ₹18,352.35 Lowest |
| 4.00 | Supplying and erecting centering for sides Centering for soffits of of plane surface for ground level strutting using med steel sheets of size 50cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (CW) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying | 70.2 | m3 | 517.2 ₹36,307.44 | 516.2 ₹36,237.24 Lowest |
| 5.00 | Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 4 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers | 10.53 | m3 | 5,963.11 ₹62,791.55 | 5,962.11 ₹62,781.02 Lowest |
| 6.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal 65 %,4.75 to 2.30mm IRC HBG metal @20%82 35 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 60% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in
place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix-in-place method) | 132.9 | m3 | 1,716.01 ₹2,28,057.73 | 1,715.01 ₹2,27,924.83 Lowest |
| 7.00 | Providing with paver block(60mm) laid over interlocking blocks including cost and conveyance and all labour charges | 906 | m3 | 677.91 ₹6,14,186.46 | 676.91 ₹6,13,280.46 Lowest |
| 8.00 | GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | GST Amount | 1,73,214 ₹1,73,214 | 1,73,010 ₹1,73,010 Lowest |
Tender Value
Refer Docs
EMD Value
₹11,500
Closing Date
14 Aug 2025, 3:00 pmClosed
BDO(B.Pt), Karur
BDO(B.Pt), Karur
Providing Paverblock Arrangements Near Chinnakalipalayam Kovil in Nerur North
2025_RDTN_589572_1
Providing Paverblock Arrangements Near Chinnakalipalayam Kovil H/O Nerur North
Open Tender
Civil Works - Others
Item Wise
90 days
Karur Union Office
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,500
Yes
26 Aug 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
Amount
Name of the Work : Providing Paverblock Arrangements Near Chinnakalipalayam Kovil H/O Nerur North
Earth work excavalion for foundation in all clauses of soils and sub soils to full depth A may be directed except in hard rock requiring blasting but inclusive of sharing strutting and boiling out water whenever necessary et complete
Cement concrete 1:4:8 mix (one cement four sand and eight aggregatelusing 240mm gouge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick
Supplying and erecting centering for sides Centering for soffits of of plane surface for ground level strutting using med steel sheets of size 50cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (CW) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying
Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 4 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal 65 %,4.75 to 2.30mm IRC HBG metal @20%82 35 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 60% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix-in-place method)
Providing with paver block(60mm) laid over interlocking blocks including cost and conveyance and all labour charges
GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
DURAISAMY DURKKAIYAPPAN (BID ID -1425392)
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