Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-Finance | ₹2.5 L | L1 | Accepted-Finance First lowest |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance Second lowest |
| Sl No | Description | Qty | Unit | P M SIVADAS L2 | SUBASH KUMAR K V L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX- I- Annadanam (Erumeli Devaswom) | |||||
| 1.01 | Clearing the site. Engaged man coolie : man coolie | 1 | Nos | 1,500 ₹1,500 Lowest | 1,500 ₹1,500 Lowest |
| 1.02 | Hire and labour charges for putting up temporary sheds up to a span of 8 m using with 50 mm GI pipe post in three rows of 2.5m spacing 3.00 m height in longitudinal sides and 5m height in centre Including 50cm below ground level and rafters, ridge and Bressummer using 40mm dia GI pipe and providing purlins by using 32 mm dia GI pipes 1.20 m spacings at both sides (Top and bottom to prevent the sheet from being blown away by the wind) and the above are fixed by using clamos/ nut and bolt or GI tying wire,coir yarn etc. Roofing with 0.30mm GI corrugated sheet including over laps and finishing etc. The above one dismantling and removing and the areas cleared after the period including all labour charges etc. complete for 10 days. | 302 | m2 | 350 ₹1,05,700 | 250 ₹75,500 Lowest |
| 1.03 | Do do next 56 days | 302 | m2 | 50 ₹15,100 | 30 ₹9,060 Lowest |
| 1.04 | Hire and labour for screening the side of shed with 0.30mm thick GI corrugated sheet over 32mm dia GI pipe horizontal runners 3 rows all around and vertical spacing 1.25m c/c each having 3m height including 50cm below GL. The vertical and horizontal pieces are fixed with the shed structure with nut, bolt, tying wire and side screening fixed by using J bolt to the existing runners including all labour charges for fixing the above one dismantling and removing and the areas cleaned after the period etc. complete for 10 days | 81 | m2 | 150 ₹12,150 | 90 ₹7,290 Lowest |
| 1.05 | Do do next 56 days | 81 | m2 | 50 ₹4,050 | 12 ₹972 Lowest |
| 1.06 | Hire and labour up to a period of ten days for mull cloth/ velvet cloth ceiling to pandal | 181 | m2 | 260 ₹47,060 | 210 ₹38,010 Lowest |
| 1.07 | Do do next 56 days | 181 | m2 | 40 ₹7,240 | 30 ₹5,430 Lowest |
| 2.00APPENDIX- II- Petta Devaswom | |||||
| 2.01 | Hire and labour charges for putting up temporary sheds up to a span of 8 m using with 50 mm GI pipe post in three rows of 2.5m spacing 3.00 m height in longitudinal sides and 5m height in centre Including 50cm below ground level and rafters, ridge and Bressummer using 40mm dia GI pipe and providing purlins by using 32 mm dia GI pipes 1.20 m spacings at both sides (Top and bottom to prevent the sheet from being blown away by the wind) and the above are fixed by using clamos/ nut and bolt or GI tying wire,coir yarn etc. Roofing with 0.30mm GI corrugated sheet including over laps and finishing etc. The above one dismantling and removing and the areas cleared after the period including all labour charges etc. complete for 10 days. | 92 | m2 | 40 ₹3,680 Lowest | 250 ₹23,000 |
Tender Value
Refer Docs
EMD Value
₹6,250
Closing Date
17 Oct 2025, 2:30 pmClosed
The Executive Engineer TDB,Kottayam
Office of the Executive Engineer TDB,Kottayam
Erumely Devaswom Mundakayam Group Providing temporary shed Erumeli and Petta at various sections in connection with M and M in 1201 ME
2025_TDB_808250_1
TDB/EEK/ET-93/2025-26
Open Tender
Civil Works - Others
Item Rate
80 days
Erumely
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
₹6,250
8 Aug 2026
14 Oct 2025
18 Oct 2025
14 Oct 2025
17 Oct 2025
14 Oct 2025
Amount
APPENDIX- I- Annadanam (Erumeli Devaswom)
Clearing the site. Engaged man coolie : man coolie
Hire and labour charges for putting up temporary sheds up to a span of 8 m using with 50 mm GI pipe post in three rows of 2.5m spacing 3.00 m height in longitudinal sides and 5m height in centre Including 50cm below ground level and rafters, ridge and Bressummer using 40mm dia GI pipe and providing purlins by using 32 mm dia GI pipes 1.20 m spacings at both sides (Top and bottom to prevent the sheet from being blown away by the wind) and the above are fixed by using clamos/ nut and bolt or GI tying wire,coir yarn etc. Roofing with 0.30mm GI corrugated sheet including over laps and finishing etc. The above one dismantling and removing and the areas cleared after the period including all labour charges etc. complete for 10 days.
Do do next 56 days
Hire and labour for screening the side of shed with 0.30mm thick GI corrugated sheet over 32mm dia GI pipe horizontal runners 3 rows all around and vertical spacing 1.25m c/c each having 3m height including 50cm below GL. The vertical and horizontal pieces are fixed with the shed structure with nut, bolt, tying wire and side screening fixed by using J bolt to the existing runners including all labour charges for fixing the above one dismantling and removing and the areas cleaned after the period etc. complete for 10 days
Do do next 56 days
Hire and labour up to a period of ten days for mull cloth/ velvet cloth ceiling to pandal
Do do next 56 days
APPENDIX- II- Petta Devaswom
Hire and labour charges for putting up temporary sheds up to a span of 8 m using with 50 mm GI pipe post in three rows of 2.5m spacing 3.00 m height in longitudinal sides and 5m height in centre Including 50cm below ground level and rafters, ridge and Bressummer using 40mm dia GI pipe and providing purlins by using 32 mm dia GI pipes 1.20 m spacings at both sides (Top and bottom to prevent the sheet from being blown away by the wind) and the above are fixed by using clamos/ nut and bolt or GI tying wire,coir yarn etc. Roofing with 0.30mm GI corrugated sheet including over laps and finishing etc. The above one dismantling and removing and the areas cleared after the period including all labour charges etc. complete for 10 days.
Do do next 56 days
Hire and labour up to a period of ten days for mull cloth/ velvet cloth ceiling to pandal
Do do next 56 days
APPENDIX- III- Thalappara mala
Hire and labour charges for putting up temporary sheds up to a span of 8 m using with 50 mm GI pipe post in three rows of 2.5m spacing 3.00 m height in longitudinal sides and 5m height in centre Including 50cm below ground level and rafters, ridge and Bressummer using 40mm dia GI pipe and providing purlins by using 32 mm dia GI pipes 1.20 m spacings at both sides (Top and bottom to prevent the sheet from being blown away by the wind) and the above are fixed by using clamos/ nut and bolt or GI tying wire,coir yarn etc. Roofing with 0.30mm GI corrugated sheet including over laps and finishing etc. The above one dismantling and removing and the areas cleared after the period including all labour charges etc. complete for 10 days.
Do do next 56 days
P M SIVADAS (BID ID -2393874)
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 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].