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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹11.8 LAccepted-Finance | ₹11.8 L | 1st | Accepted-Finance 1st tenderer |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Two tenders only |
| 3 | Rejected-Technical SUDALAIKOVIL STREET IN VALLAVANKOTTAI PANCHAYAT | VELLORE | TAMIL NADU | 632001 | - | - | Rejected-Technical 2nd ender |
| Sl No | Description | Qty | Unit | RAJENDRAN L1 | SUDALAIMUTHU L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 8.4 | Cum | 197.8 ₹1,661.52 | 200 ₹1,680 |
| 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. | 4.2 | Cum | 5,574.5 ₹23,412.90 | 5,580 ₹23,436 |
| 3.00 | Cement concrete 1:3:6 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 for bed blocks for 10 cum | 8.37 | Cum | 6,325.5 ₹52,944.44 | 6,330 ₹52,982.10 |
| 4.00 | Supply and errecting centring including all cost and conveyence and all labour charges for sides.etc compl | 72.8 | Sqm | 365 ₹26,572 | 370 ₹26,936 |
| 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) . | 140.63 | Cum | 2,031.4 ₹2.9 L | 2,035 ₹2.9 L |
| 6.00 | Paving the flooring with specified type of paver block 60mm thick including laying,compacting with power temper,aligning with approved color and design etc compl | 1,125 | Sqm | 704.8 ₹7.9 L | 710 ₹8.0 L |
Tender Value
₹14.2 L
EMD Value
₹14,150
Closing Date
20 Feb 2026, 3:00 pmClosed
Block Development Officer (B.Pt)
Block Development Office Nanguneri
Providing Paver Block at Shenbagaramanallur School Campus in Shenbagaramanallur Panchayat in Nanguneri Panchayat Union.
2026_RDTN_659894_1
A2/1644/2025
Open Tender
Construction Works
80 days
Block Development Officer (B.Pt)
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹14,150
18 Mar 2026
18 Feb 2026
20 Feb 2026
18 Feb 2026
20 Feb 2026
18 Feb 2026
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.
Cement concrete 1:3:6 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 for bed blocks for 10 cum
Supply and errecting centring including all cost and conveyence and all labour charges for sides.etc compl
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) .
Paving the flooring with specified type of paver block 60mm thick including laying,compacting with power temper,aligning with approved color and design etc compl
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