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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.7 L+₹21,095.24 (2.83%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.1 L+₹65,020.47 (8.73%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.2 L+₹74,207.17 (9.96%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹8.3 L+₹82,088.48 (11.0%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AROCKIYAM CONTRACTOR L2 | A muthiyah dever, contractor L1 | SENTHILNATHAN S L5 | R.Rajasekaran L4 | NATURE CARE PLANT L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Name of work : Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Extension of pipe line at Chinnakiliyur Village in Kiliyur Panchayat | ||||||||
| 2.00 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth of 2m | 27.38 | CUM | 235 ₹6,434.3 | 224 ₹6,133.12 Lowest | 248 ₹6,790.24 | 231 ₹6,324.78 | 240 ₹6,571.2 |
| 3.00 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B Second depth of 0.30m | 4.11 | CUM | 240 ₹986.4 | 224 ₹920.64 Lowest | 248 ₹1,019.28 | 231 ₹949.41 | 240 ₹986.4 |
| 4.00 | supply and filling of M.Sand including cost and conveyance of all materials and all labour charges etc complete. | 4.11 | CUM | 2,100 ₹8,631 | 1,778 ₹7,307.58 Lowest | 2,066 ₹8,491.26 | 2,004 ₹8,236.44 | 2,130 ₹8,754.3 |
| 5.00 | Cement concrete 1:4:8 mix using 40mm guage hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc.,complete complying with standard specifications and as directed. | 2.05 | CUM | 5,765 ₹11,818.25 | 5,051 ₹10,354.55 | 4,001 ₹8,202.05 Lowest | 6,000 ₹12,300 | 6,000 ₹12,300 |
| 6.00RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing etc | ||||||||
| 7.00 | Below 1.50m from GL | 5.32 | CUM | 9,680 ₹51,497.6 | 8,196 ₹43,602.72 Lowest | 9,155 ₹48,704.6 | 9,600 ₹51,072 | 9,600 ₹51,072 |
| 8.00 | Above Gl and Upto 7.32m Height | 4.43 | CUM | 9,795 ₹43,391.85 | 8,389 ₹37,163.27 Lowest | 9,288 ₹41,145.84 | 9,800 ₹43,414 | 9,808 ₹43,449.44 |
| 9.00 | Above 7.32m and upto 10.98m Ht from GL | 4.96 | CUM | 9,795 ₹48,583.2 | 8,389 ₹41,609.44 Lowest | 9,575 ₹47,492 | 9,600 ₹47,616 | 10,005 ₹49,624.8 |
| 10.00Providing steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers. | ||||||||
Tender Value
₹9 L
EMD Value
₹9,000
Closing Date
8 Oct 2026, 3:00 pmClosed
BDO BP
Union office Devakottai
Construction of 10000ltrOHT at Chinnakiliyur
2026_RDTN_707487_1
Construction of 10000ltrOHT at Chinnakiliyur
Open Tender
Civil Works
Item Wise
Devakottai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,000
9 Oct 2026
24 Sept 2026
8 Oct 2026
24 Sept 2026
8 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of work : Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Extension of pipe line at Chinnakiliyur Village in Kiliyur Panchayat | - | - | - | - |
| 2 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth of 2m | 27.38 | CUM | - | - |
| 3 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B Second depth of 0.30m | 4.11 | CUM | - | - |
| 4 | supply and filling of M.Sand including cost and conveyance of all materials and all labour charges etc complete. | 4.11 | CUM | - | - |
| 5 | Cement concrete 1:4:8 mix using 40mm guage hard broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick compacting etc.,complete complying with standard specifications and as directed. | 2.05 | CUM | - | - |
| 6 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing etc | - | - | - | - |
| 7 | Below 1.50m from GL | 5.32 | CUM | - | - |
| 8 | Above Gl and Upto 7.32m Height | 4.43 | CUM | - | - |
| 9 | Above 7.32m and upto 10.98m Ht from GL | 4.96 | CUM | - | - |
| 10 | Providing steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers. | - | - | - | - |
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