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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹11.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.0 L+₹53,376.76 (4.65%)Admitted-Fee/PreQual/Technical/Finance | ₹12.0 L+₹53,376.76 (4.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.4 L+₹94,143.66 (8.21%)Admitted-Fee/PreQual/Technical/Finance 8 1185 3B 352 3 PAVALI VILLAGE VIRUDHUNAGAR TK 626001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | ₹12.4 L+₹94,143.66 (8.21%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ARAVIND MUGESH L1 | ASHOK KUMAR L3 | MR.S.CHELLADURAI L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of 1,00,000 Litre capacity Ground level Sump and Pumping line Arrangement at Sivarampettai Village in Kodikuruchi panchayat in Kadayanallur Panchayat Union | ||||||
| 2.00Earth 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 | ||||||
| 3.00 | First depth of 0 to 2 m | 95.52 | cum | 263.78 ₹25,196.27 | 260 ₹24,835.2 Lowest | 263.78 ₹25,196.27 |
| 4.00 | Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications | 7.16 | cum | 2,043.67 ₹14,632.68 | 1,701 ₹12,179.16 Lowest | 2,043.67 ₹14,632.68 |
| 5.00 | 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. | 7.16 | cum | 1,750 ₹12,530 Lowest | 5,297 ₹37,926.52 | 5,493.1 ₹39,330.6 |
| 6.00Reinforced 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 for 10 cum. | ||||||
| 7.00 | Upto 1.50 m Below GL | 21.05 | cum | 9,105.91 ₹1,91,679.41 | 8,907 ₹1,87,492.35 Lowest | 9,105.91 ₹1,91,679.41 |
| 8.00 | Upto 4.50 m above GL | 17.88 | cum | 9,246.98 ₹1,65,336 | 9,046 ₹1,61,742.48 Lowest | 9,246.98 ₹1,65,336 |
| 9.002) Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. | ||||||
| 10.00 | For 0.00 to 3.30 M (Plane Surface) | 1 | sqm | 1,095 ₹1,095 Lowest | 1,095 ₹1,095 Lowest | 1,095 ₹1,095 Lowest |
Tender Value
₹13 L
EMD Value
₹13,000
Closing Date
22 Sept 2026, 3:00 pmClosed
BDO
BDO,Kadayanallur
Construction of 1,00,000 Litre capacity Ground level Sump and Pumping line Arrangement at Sivarampettai Village in Kodikuruchi panchayat in Kadayanallur Panchayat Union, Tenkasi District under PUGF and PF 2026 - 2027
2026_RDTN_701036_26
BDOKNR/267/2026-A2
Open Tender
Civil Works
Item Rate
180 days
Kadayanallur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹13,000
22 Sept 2026
3 Sept 2026
22 Sept 2026
3 Sept 2026
22 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 1,00,000 Litre capacity Ground level Sump and Pumping line Arrangement at Sivarampettai Village in Kodikuruchi panchayat in Kadayanallur Panchayat Union | - | - | - | - |
| 2 | 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 | - | - | - | - |
| - | First depth of 0 to 2 m | 95.52 | cum | 263.78 | ₹25,196.27 |
| - | Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications | 7.16 | cum | 2,043.67 | ₹14,632.68 |
| - | 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. | 7.16 | cum | 5,493.1 | ₹39,330.6 |
| - | Reinforced 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 for 10 cum. | - | - | - | - |
| - | Upto 1.50 m Below GL | 21.05 | cum | 9,105.91 | ₹1,91,679.41 |
| - | Upto 4.50 m above GL | 17.88 | cum | 9,246.98 | ₹1,65,336 |
| - | 2) Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. | - | - | - | - |
| - | For 0.00 to 3.30 M (Plane Surface) | 1 | sqm | 1,095 | ₹1,095 |
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