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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC ERAL | 1 | Accepted-AOC Lowest rate | |
| 2 | 2₹8.7 L+₹6,680.55 (0.77%)Rejected-AOC | 2 | Rejected-AOC Highest rate |
| Sl No | Description | Qty | Unit | R M BUILDERS L2 | ATHIVEL L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:Providing Interlocking Paverblock arrangement at 1st street East side near OHT in Cambellabad Panchayat in Alwarthirunagari panchayat Union 14th CFC 2025 - 2026 | |||||
| 2.00 | Earthwork excavation and deposting on bank with initial lead of 10m & lift on 2m in hard stif clay | 11.34 | Cubic metre | 140 ₹1,587.6 | 131 ₹1,485.54 Lowest |
| 3.00 | CC 1:4:8 using 40mm gauge hard broken granite stone jelly | 5.67 | Cubic metre | 5,390 ₹30,561.3 | 5,388 ₹30,549.96 Lowest |
| 4.00 | Centering sides and soffits for all PCC works including cost and conveyance | 98.28 | Cubic metre | 370 ₹36,363.6 | 365 ₹35,872.2 Lowest |
| 5.00 | CC 1:3:6 using 20mm gauge hard broken granite stone jelly | 9.83 | Cubic metre | 6,145 ₹60,405.35 | 6,139 ₹60,346.37 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 2.36mm 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) . | 28.35 | Cubic metre | 2,520 ₹71,442 | 2,514 ₹71,271.9 Lowest |
| 7.00 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. | 283.5 | Cubic metre | 780 ₹2,21,130 | 772 ₹2,18,862 Lowest |
| 8.00 | Earthwork excavation and deposting on bank with initial lead of 10m & lift on 2m in hard stif clay | 3.6 | Cubic metre | 140 ₹504 | 131 ₹471.6 Lowest |
| 9.00 | CC 1:4:8 using 40mm gauge hard broken granite stone jelly | 1.8 | Cubic metre | 5,390 ₹9,702 | 5,380 ₹9,684 Lowest |
| 10.00 | Centering sides and soffits for all PCC works including cost and conveyance | 31.2 | Cubic metre | 370 ₹11,544 | 365 ₹11,388 Lowest |
Tender Value
₹5.0 L
EMD Value
₹6,000
Closing Date
10 Dec 2025, 3:00 pmClosed
Block development officer,Alwarthirunagari
Block development officer,Alwarthirunagari
Providing Interlocking paverblock arrangement fro jeyaram mani house to thilakananth house at kottarvilai,Pumping line from nallurkulam to kurumbur main road street OHT in Anbunagar,Borewell 1 HP motor and fencing arrangement for vellathiratu mini
2025_RDTN_628934_1
T1/3022/2025 28.11.2025
Open Tender
Civil Works - Water Works
Works
90 days
Work
V
4 documents required · 4 mandatory
₹0
₹6,000
Yes
29 Sept 2026
4 Dec 2025
10 Dec 2025
4 Dec 2025
10 Dec 2025
5 Dec 2025
Earthwork excavation and deposting on bank with initial lead of 10m & lift on 2m in hard stif clay
CC 1:4:8 using 40mm gauge hard broken granite stone jelly
Centering sides and soffits for all PCC works including cost and conveyance
CC 1:3:6 using 20mm gauge hard broken granite stone jelly
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 and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Earthwork excavation and deposting on bank with initial lead of 10m & lift on 2m in hard stif clay
CC 1:4:8 using 40mm gauge hard broken granite stone jelly
Centering sides and soffits for all PCC works including cost and conveyance
CC 1:3:6 using 20mm gauge hard broken granite stone jelly
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
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