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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.9 LAccepted-AOC | ₹4.9 L | 1 | Accepted-AOC L1 Accepted |
| 2 | 2₹50,012.94Rejected-Finance | ₹50,012.94 | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.PALANIYAPPAN CONTRACTOR L2 | PALANISAMY CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Providing Paver Block Arrangement @ Pilipatti Arulmigu Kanni vellai mariyal Thiruthalam rear side in Kongudipatti panchayat | |||||
| 2.00 | Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for foundation. | 17.64 | Cum | 133 ₹2,346.12 | 132 ₹2,328.48 |
| 3.00 | Supplying and filling Iwith M. SAND in layers not more 15 cm thick in layers, rammed watered and compacted., complete complying to standard specification. | 2.94 | Cum | 1,917 ₹5,635.98 | 1,897 ₹5,577.18 |
| 4.00 | Cement Concrete 1:4:8 Using 40mm gauge Hand Broken Granite stone jelly for foundation including watering whenever necessary and jaid in layers not more than 15 cm thick compacting etc., complete complete | 5.88 | Cum | 5,694 ₹33,480.72 | 5,635 ₹33,133.80 |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% 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) . | 24.89 | Cum | 2,054 ₹51,124.06 | 2,032 ₹50,576.48 |
| 6.00 | PROVIDING FORM WORK CENTERING FOR SOFFITS of slab of plan surface including shuttering 3m high using MS sheets of size 15 x 25 x 3 mm laid over w.joints of size 10 x 6.50 cm spaced 75mm c/c complying with standard specification. | 117.6 | Sqm | 554 ₹65,150.40 | 548 ₹64,444.80 |
| 7.00 | CEMENT CONCRETE 1:2:4 MIX mix using 20mm HBG metal including cost and conveyance of all materials to work site and all labour charges etc.complete | 13.52 | Cum | 6,849 ₹92,598.48 | 6,778 ₹91,638.56 |
| 8.00 | Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 60mm and compacted over a thin bedding sand layer of 30 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. | 248.92 | Sqm | 697 ₹1.7 L | 690 ₹1.7 L |
| 9.00 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 1 & 35 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | Nos | 76,289.94 ₹76,289.94 | 75,501.74 ₹75,501.74 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
13 Nov 2025, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER(B.Pt)
PANCHAYAT UNION OFFICE VIRALIMALAI
Providing Paver Block Arrangement at Pilipatti Arulmigu Kanni vellai mariyal Thiruthalam rear side in Kongudipatti panchayat
2025_RDTN_620737_1
VMLI_MLA_2025_9
Open Tender
Civil Works
VIRALIMALAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,000
23 Dec 2025
7 Nov 2025
13 Nov 2025
7 Nov 2025
13 Nov 2025
7 Nov 2025
Amount
Providing Paver Block Arrangement @ Pilipatti Arulmigu Kanni vellai mariyal Thiruthalam rear side in Kongudipatti panchayat
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for foundation.
Supplying and filling Iwith M. SAND in layers not more 15 cm thick in layers, rammed watered and compacted., complete complying to standard specification.
Cement Concrete 1:4:8 Using 40mm gauge Hand Broken Granite stone jelly for foundation including watering whenever necessary and jaid in layers not more than 15 cm thick compacting etc., complete complete
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% 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 FORM WORK CENTERING FOR SOFFITS of slab of plan surface including shuttering 3m high using MS sheets of size 15 x 25 x 3 mm laid over w.joints of size 10 x 6.50 cm spaced 75mm c/c complying with standard specification.
CEMENT CONCRETE 1:2:4 MIX mix using 20mm HBG metal including cost and conveyance of all materials to work site and all labour charges etc.complete
Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 60mm and compacted over a thin bedding sand layer of 30 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 1 & 35 of Section 2 of Instruction to Bidders (ITB) of SBD)
K.PALANIYAPPAN CONTRACTOR (BID ID -1509844)
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