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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | ₹14.3 L | L1 | Accepted-AOC accepted |
| 2 | L2₹15.4 LRejected-Finance | ₹15.4 L | L2 | Rejected-Finance rejected |
| 3 | L3₹15.4 LRejected-Finance | ₹15.4 L | L3 | Rejected-Finance rejected |
| 4 | L4₹15.5 LRejected-Finance KRISHNAGIRI | TAMIL NADU | 635001 | ₹15.5 L | L4 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | Syed Mohammed Koya S L2 | S MADASAMY L4 | Sheik uduman Abdul Razeeth L3 | Muthumari L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | |||||||
| 2.00 | First depth of 0 to 2 m | 46.58 | Cum | 264 ₹12,297.12 | 263 ₹12,250.54 | 265 ₹12,343.7 | 242.7 ₹11,304.97 Lowest |
| 3.00 | 2nd depth of 2m to 3m | 8.06 | Cum | 276 ₹2,224.56 | 268 ₹2,160.08 | 277 ₹2,232.62 | 254 ₹2,047.24 Lowest |
| 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 | 2.3 | Cum | 1,872 ₹4,305.6 | 1,705 ₹3,921.5 Lowest | 1,873 ₹4,307.9 | 1,722.6 ₹3,961.98 |
| 5.00 | Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental | 3.46 | Cum | 5,375 ₹18,597.5 | 5,300 ₹18,338 | 5,376 ₹18,600.96 | 4,945 ₹17,109.7 Lowest |
| 6.00Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers | |||||||
| 7.00 | 1.50 m to 4.50m below G.L | 7.6 | Cum | 9,127 ₹69,365.2 | 8,915 ₹67,754 | 9,128 ₹69,372.8 | 8,396 ₹63,809.6 Lowest |
| 8.00 | 0 m to 1.50m below G.L | 1.81 | Cum | 8,988 ₹16,268.28 | 9,055 ₹16,389.55 | 8,989 ₹16,270.09 | 8,269 ₹14,966.89 Lowest |
| 9.00 | 0 m to 4.50m above G.L | 2.89 | Cum | 9,129 ₹26,382.81 | 9,055 ₹26,168.95 | 9,130 ₹26,385.7 | 8,399 ₹24,273.11 Lowest |
| 10.00 | 4.50 m to 7.32 m From G.L | 2.29 | Cum | 9,407 ₹21,542.03 | 9,330 ₹21,365.7 | 9,408 ₹21,544.32 | 8,655 ₹19,819.95 Lowest |
Tender Value
Refer Docs
EMD Value
₹17,750
Closing Date
25 Feb 2026, 4:00 pmClosed
Block Development Officer
Tenkasi
Contsruction of 30000 litre OHT (12m Staging Height) and Extension of pipeline arrangement in Gandhi colony extension and Kalainar colony in Pattapathu Village and Panchayat in Tenkasi Panchayat Union in Tenkasi District under Union OMDG Fund of 6th
2026_RDTN_661871_1
BDOBLK/65/2026-B3 ODMG Fund of 6th SFC
Open Tender
Civil Construction Goods
Works
180 days
Tenkasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,750
Yes
24 Jul 2026
20 Feb 2026
25 Feb 2026
20 Feb 2026
25 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | - | - | - | - |
| 2 | First depth of 0 to 2 m | 46.58 | Cum | 263.78 | ₹12,286.87 |
| 3 | 2nd depth of 2m to 3m | 8.06 | Cum | 276.2 | ₹2,226.17 |
| 4 | 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 | 2.3 | Cum | 1,872.43 | ₹4,306.59 |
| 5 | Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental | 3.46 | Cum | 5,375.14 | ₹18,597.98 |
| 6 | Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers | - | - | - | - |
| 7 | 1.50 m to 4.50m below G.L | 7.6 | Cum | 9,126.72 | ₹69,363.07 |
| 8 | 0 m to 1.50m below G.L | 1.81 | Cum | 8,987.95 | ₹16,268.19 |
| 9 | 0 m to 4.50m above G.L | 2.89 | Cum | 9,129.02 | ₹26,382.87 |
| 10 | 4.50 m to 7.32 m From G.L | 2.29 | Cum | 9,406.91 | ₹21,541.82 |
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