Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | ₹18.9 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹19.0 LAccepted-Finance | ₹19.0 L | L2 | Accepted-Finance Admitted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-The bidder is not willing to continue with the tender due to the contractor’s medical illness and his need to leave the district for medical treatment. Hence, the bidder has requested to withdraw from the tender process. |
| Sl No | Description | Qty | Unit | VIMAL MATERIAL SUPPLIERS L2 | K.Narayanan Civil Contractor L1 |
|---|---|---|---|---|---|
| 1.001. Construction of 30000 Litres capacity OHT (12m Stagging) at K.Kothur H/o. Sigaramaganapalli. Estimate Amount: 1917000/- | |||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth. A) First depth of 2m | 46.24 | Cum | 264 ₹12,207.36 | 262 ₹12,114.88 Lowest |
| 3.00 | B)Second depth of 1m | 8.06 | Cum | 264 ₹2,127.84 | 262 ₹2,111.72 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.45 | Cum | 1,712 ₹4,194.4 | 1,705 ₹4,177.25 Lowest |
| 5.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers. | 2.77 | Cum | 5,309 ₹14,705.93 | 5,286 ₹14,642.22 Lowest |
| 6.00RCC in M30 GRADE using graded aggregates of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers | |||||
| 7.00 | For items 1.5m to 4.5m Below GL. Footing | 7.59 | Cum | 9,167 ₹69,577.53 | 9,128 ₹69,281.52 Lowest |
| 8.00 | For items 0m to 1.50m Below GL | 1.75 | Cum | 9,028 ₹15,799 | 8,990 ₹15,732.5 Lowest |
| 9.00 | For items 0m to 4.5m Above GL | 2.83 | Cum | 9,169 ₹25,948.27 | 9,130 ₹25,837.9 Lowest |
| 10.00 | For items 4.51m to 7.32m Above GL | 2.23 | Cum | 9,447 ₹21,066.81 | 9,406 ₹20,975.38 Lowest |
Tender Value
₹19.2 L
EMD Value
₹20,000
Closing Date
4 Aug 2026, 3:00 pmClosed
The Block Development Officer, Veppanapalli
The Block Development Officer, Veppanapalli
Krishnagiri District, Veppanapalli Block, 15th Finance and UGF - 2025-2026 Construction of 30000 litres capacity OHT 12m Stagging at K.Kothur H/o. Sigaramaganapalli. Pkg.No. 2026-2027-VNPI-01
2026_RDTN_686638_1
ROC.NO. 30/2026/A2 DT. 02.03.2026
Open Tender
Civil Works
Item Rate
90 days
Veppanapalli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
The Block Development Office, Veppanapalli
22 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
4 Aug 2026
17 Jul 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Construction of 30000 Litres capacity OHT (12m Stagging) at K.Kothur H/o. Sigaramaganapalli. Estimate Amount: 1917000/- | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth. A) First depth of 2m | 46.24 | Cum | - | - |
| 3 | B)Second depth of 1m | 8.06 | Cum | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.45 | Cum | - | - |
| 5 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers. | 2.77 | Cum | - | - |
| 6 | RCC in M30 GRADE using graded aggregates of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers | - | - | - | - |
| 7 | For items 1.5m to 4.5m Below GL. Footing | 7.59 | Cum | - | - |
| 8 | For items 0m to 1.50m Below GL | 1.75 | Cum | - | - |
| 9 | For items 0m to 4.5m Above GL | 2.83 | Cum | - | - |
| 10 | For items 4.51m to 7.32m Above GL | 2.23 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.64 MB
tb01.pdf
Tender Documents • 2.41 MB
BOQ_825380.xls
BOQ • 0.39 MB
pb01.pdf
Tender Documents • 1.13 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].