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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | ₹18.6 L | L1 | Accepted-AOC Bid Accepted. Hence, Lowest Bidder L1 |
| 2 | L2₹18.6 LRejected-Finance | ₹18.6 L | L2 | Rejected-Finance Bid Rejected Hence, L2 Bidder |
| Sl No | Description | Qty | Unit | SRI NANDHAA CONSTRUCTIONS L2 | N.B.VEJAIYA NALLASIVAM L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Construction of CC road in Anuparapatti General Street H/o Kilangundal
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 14.09 | Cum | 280 ₹3,945.20 | 263 ₹3,705.67 |
| 2.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 22.31 | Cum | 5,630 ₹1.3 L | 5,615 ₹1.3 L |
| 3.00 | Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete. | 90.99 | Sqm | 560 ₹50,954.40 | 547 ₹49,771.53 |
| 4.00 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 10.27 | Cum | 6,930 ₹71,171.10 | 6,915 ₹71,017.05 |
| 5.00 | Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 15.41 | Cum | 7,465 ₹1.2 L | 7,455 ₹1.1 L |
| 6.00 | Provision for Name Board | 1 | No | 1,000 ₹1,000 | 1,000 ₹1,000 |
| 7.00 | 2.Construction of CC road in Kunjampatti Genral Street H/o Kilangundal
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 20.09 | Cum | 280 ₹5,625.20 | 263 ₹5,283.67 |
| 8.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 31.81 | Cum | 5,630 ₹1.8 L | 5,615 ₹1.8 L |
| 9.00 | Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete. | 129.74 | Sqm | 555 ₹72,005.70 | 547.5 ₹71,032.65 |
| 10.00 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 14.65 | Cum | 6,920 ₹1.0 L | 6,915 ₹1.0 L |
Tender Value
₹18.9 L
EMD Value
₹19,000
Closing Date
5 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Tiruppur
DRDA, Tiruppur
Pkg No. 08/PMKKKY/Mines and Minerals/2025-26 in Mulanur Block of Tiruppur District
2026_RDTN_649072_8
Roc No. 5033/2025/A10 Dated.20.01.2026
Open Tender
Civil Works
90 days
Tiruppur
Please Refer Tender Documents
3 documents required · 3 mandatory
₹0
₹19,000
DRDA, Tiruppur
12 May 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
2 Feb 2026
1.Construction of CC road in Anuparapatti General Street H/o Kilangundal Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Provision for Name Board
2.Construction of CC road in Kunjampatti Genral Street H/o Kilangundal Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Provision for Name Board
3.Construction of CC road in Kunjampatti Genral Street H/o Kilangundal Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Provision for Name Board
4. Construction of Paver block in Kilangundal General Street H/o Kilangundal Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc 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 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.
Provision for Name Board
5.Construction of Paver block in Sesaiyampalayam General Street H/o Kilangundal Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane including conveyance of all materials to site and proper centering etc complete.
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc 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 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.
Provision for Name Board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { 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)
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