Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹12.0 L+₹51,839.04 (4.51%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹13.2 L+₹1.8 L (15.3%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P M SIVADAS L3 | ADARSH P S L2 | Muhammed kunju MA L1 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX A-Providing Pandal at North ,South and East side | ||||||
| 1.00 | OD97759/2026-2027:Hire and labour charges for providing temporary built up Pandal for 10 days having 6 to 16 m clear span, with 6.60 m clear height at sides with minimum slope of 1 in 5, using with prefabricated roof truss made up of 50 mm dia or nearest MS tubes outer frame and intermediate members vertival and diagonal members using with 40 mm dia or nearest MS tubes 1m center to centre supported on 150 mm dia MS pipe pillars placed 4.5 m c/c, and jointed together using suitable nuts and bolts, and roofing with 0.3 mm GI corrugated sheet or similar, laid over 40 mm dia or nearest MS tube purlins placed at 1 m to 1.35m c/c, and the vertical posts and trusses connected with prefabricated tie beam having 40 cm or nearest depth made with 40 mm or nearest dia MS tube top and bottom connected each other by 32 mm or nearest size MS tube and diagonals, with suitable fixtures and proper brazings for stability, including dismantling and cleaning the premises after the period etc. complete. | 2,880 | sqm | 200 ₹5,76,000 | 165.3 ₹4,76,064 Lowest | 175 ₹5,04,000 |
| 1.00 | OD97757/2026-2027:Hire and labour charges for providing temporary built up Pandal for 10 days having 6 to 16 m clear span, with 6.60 m clear height at sides with minimum slope of 1 in 5, using with prefabricated roof truss made up of 50 mm dia or nearest MS tubes outer frame and intermediate members vertival and diagonal members using with 40 mm dia or nearest MS tubes 1m center to centre supported on 150 mm dia MS pipe pillars placed 4.5 m c/c, and jointed together using suitable nuts and bolts, and roofing with 0.3 mm GI corrugated sheet or similar, laid over 40 mm dia or nearest MS tube purlins placed at 1 m to 1.35m c/c, and the vertical posts and trusses connected with prefabricated tie beam having 40 cm or nearest depth made with 40 mm or nearest dia MS tube top and bottom connected each other by 32 mm or nearest size MS tube and diagonals, with suitable fixtures and proper brazings for stability, including dismatling and cleaning the premises after the period etc. complete. For additional 10 days. | 2,880 | sqm | 4.2 ₹12,096 | - | 3.5 ₹10,080 Lowest |
| 1.00 | OD97756/2026-2027:Hire and labour charges for putting up lean to pandal for 10 days from an existing pandal/ structure having span upto 10 m and having minimum slope of 1 in 9, for a period of 10 days with 0.3 mm thick GI/MS sheet having a minimum clear height of 4.90 m in one side with supporting pillars spaced at 3.5 to 4.5 m c/c with 150 mm or nearest size GI/MS tube with square plates welded at the ends, and connected by truss having minimum depth of 300 mm made with 50 mm dia or nearest size MS/GI tubes with 40 mm or nearest size intermediate members, for stability. The 40 mm dia or nearest size puriines are placed at 1 to 1.35 m spacing over 50 mm or nearest size GI/MS tubes placed above the posts in the slopping direction as rafters. The entire structure should be stabilized by providing proper brazings as per necessity. The rate includes cost of transportation, erection, dismatling after festival, clearing the site etc compete | 755 | sqm | 148 ₹1,11,740 | 165.3 ₹1,24,801.5 | 140 ₹1,05,700 Lowest |
| 1.00 | OD97758/2026-2027:Hire and labour charges for putting up lean to pandal for 10 days from an existing pandal/ structure having span upto 10 m and having minimum slope of 1 in 9, for a period of 10 days with 0.3 mm thick GI/MS sheet having a minimum clear height of 4.90 m in one side with supporting pillars spaced at 3.5 to 4.5 m c/c with 150 mm or nearest size GI/MS tube with square plates welded at the ends, and connected by truss having minimum depth of 300 mm made with 50 mm dia or nearest size MS/GI tubes with 40 mm or nearest size intermediate members, for stability. The 40 mm dia or nearest size purlines are placed at 1 to 1.35 m spacing over 50 mm or nearest size GI/MS tubes placed above the posts in the slopping direction as rafters. The entire structure should be stabilized by providing proper brazings as per necessity. The rate includes cost of transportation, erection, dismatling after festival, clearing the site etc compete : For additional 10 days | 755 | sqm | 2.92 ₹2,204.6 | - | 2.6 ₹1,963 Lowest |
| 1.00 | OD100660/2026-2027:Hire and labour upto a period of 10 days for putting up muttupanthal upto 8m wide with bamboo post at 1.5m centre, double bamboo for brassumers, single longitudinal runners at about 1.50m centre rafters at about 0.6m centre and cross ties supported on trusses at about 3.7m with aracanut horizontal tie at top and bottom aracanut post supporting ridge pieces at end tying members firmly with coir yarn and thatching with GI sheet dismantling after use in temple compound. | 5 | sqm | 183.21 ₹916.05 | 146.77 ₹733.85 Lowest | 150 ₹750 |
| 1.01 | OD100668/2026-2027:Hire and labour upto a period of 10 days for putting up muttupanthal upto 8m wide with bamboo post at 1.5m centre, double bamboo for brassumers, single longitudinal runners at about 1.50m centre rafters at about 0.6m centre and cross ties supported on trusses at about 3.7m with aracanut horizontal tie at top and bottom aracanut post supporting ridge pieces at end tying members firmly with coir yarn and thatching with GI sheet dismantling after use in temple compound. : for additional 10 days | 5 | sqm | 3.72 ₹18.6 Lowest | - | 10 ₹50 |
| 2.00APPENDIX B-Providing barricade for que system | ||||||
| 2.00 | OD97764/2026-2027:Hire and labour charges for providing steel barricade of size 2.40mx1.20m. Around frame provided with 50x25mm MS rectangular tube and intermediate vertices 13 nos using 20x20mm MS square welded together. Steel barricade tied with metal wire to MS post 32mm dia 2.00m height placed into the pit already made including all charges for erection including all transportation charges, loading, unloading and dismantling after the function. | 1,740 | metre | 195 ₹3,39,300 | 162.33 ₹2,82,454.2 Lowest | 180 ₹3,13,200 |
| 2.00 | OD97765/2026-2027:Hire and labour charges for providing steel barricade of size 2.40mx1.20m. Around frame provided with 50x25mm MS rectangular tube and intermediate vertices 13 nos using 20x20mm MS square welded together. Steel barricade tied with metal wire to MS post 32mm dia 2.00m height placed into the pit already made including all charges for erection including all transportation charges, loading, unloading and dismantling after the function.: for additional 10 days | 1,740 | metre | 3.91 ₹6,803.4 | - | 3.5 ₹6,090 Lowest |
Tender Value
Refer Docs
EMD Value
₹38,000
Closing Date
8 Oct 2026, 10:00 amClosed
The Executive Engineer TDB,Kottayam
Office of the Executive Engineer, TDB, Kottayam- 686001
Vaikom devaswom-Vaikom group-Providing built up pandal, Pagoda, barricade for queue system, and providing art gallery in connection with Ashtami Festival in 1202ME
2026_TDB_875471_1
TDB/EEK/ET-63/2026-27
Open Tender
Civil Works - Others
Item Rate
45 days
Vaikom
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹38,000
9 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A-Providing Pandal at North ,South and East side | |||||
| 1.001 | OD97759/2026-2027:Hire and labour charges for providing temporary built up Pandal for 10 days having 6 to 16 m clear span, with 6.60 m clear height at sides with minimum slope of 1 in 5, using with prefabricated roof truss made up of 50 mm dia or nearest MS tubes outer frame and intermediate members vertival and diagonal members using with 40 mm dia or nearest MS tubes 1m center to centre supported on 150 mm dia MS pipe pillars placed 4.5 m c/c, and jointed together using suitable nuts and bolts, and roofing with 0.3 mm GI corrugated sheet or similar, laid over 40 mm dia or nearest MS tube purlins placed at 1 m to 1.35m c/c, and the vertical posts and trusses connected with prefabricated tie beam having 40 cm or nearest depth made with 40 mm or nearest dia MS tube top and bottom connected each other by 32 mm or nearest size MS tube and diagonals, with suitable fixtures and proper brazings for stability, including dismantling and cleaning the premises after the period etc. complete. | 2,880 | sqm | - | - |
| 1.002 | OD97757/2026-2027:Hire and labour charges for providing temporary built up Pandal for 10 days having 6 to 16 m clear span, with 6.60 m clear height at sides with minimum slope of 1 in 5, using with prefabricated roof truss made up of 50 mm dia or nearest MS tubes outer frame and intermediate members vertival and diagonal members using with 40 mm dia or nearest MS tubes 1m center to centre supported on 150 mm dia MS pipe pillars placed 4.5 m c/c, and jointed together using suitable nuts and bolts, and roofing with 0.3 mm GI corrugated sheet or similar, laid over 40 mm dia or nearest MS tube purlins placed at 1 m to 1.35m c/c, and the vertical posts and trusses connected with prefabricated tie beam having 40 cm or nearest depth made with 40 mm or nearest dia MS tube top and bottom connected each other by 32 mm or nearest size MS tube and diagonals, with suitable fixtures and proper brazings for stability, including dismatling and cleaning the premises after the period etc. complete. For additional 10 days. | 2,880 | sqm | - | - |
| 1.003 | OD97756/2026-2027:Hire and labour charges for putting up lean to pandal for 10 days from an existing pandal/ structure having span upto 10 m and having minimum slope of 1 in 9, for a period of 10 days with 0.3 mm thick GI/MS sheet having a minimum clear height of 4.90 m in one side with supporting pillars spaced at 3.5 to 4.5 m c/c with 150 mm or nearest size GI/MS tube with square plates welded at the ends, and connected by truss having minimum depth of 300 mm made with 50 mm dia or nearest size MS/GI tubes with 40 mm or nearest size intermediate members, for stability. The 40 mm dia or nearest size puriines are placed at 1 to 1.35 m spacing over 50 mm or nearest size GI/MS tubes placed above the posts in the slopping direction as rafters. The entire structure should be stabilized by providing proper brazings as per necessity. The rate includes cost of transportation, erection, dismatling after festival, clearing the site etc compete | 755 | sqm | - | - |
| 1.004 | OD97758/2026-2027:Hire and labour charges for putting up lean to pandal for 10 days from an existing pandal/ structure having span upto 10 m and having minimum slope of 1 in 9, for a period of 10 days with 0.3 mm thick GI/MS sheet having a minimum clear height of 4.90 m in one side with supporting pillars spaced at 3.5 to 4.5 m c/c with 150 mm or nearest size GI/MS tube with square plates welded at the ends, and connected by truss having minimum depth of 300 mm made with 50 mm dia or nearest size MS/GI tubes with 40 mm or nearest size intermediate members, for stability. The 40 mm dia or nearest size purlines are placed at 1 to 1.35 m spacing over 50 mm or nearest size GI/MS tubes placed above the posts in the slopping direction as rafters. The entire structure should be stabilized by providing proper brazings as per necessity. The rate includes cost of transportation, erection, dismatling after festival, clearing the site etc compete : For additional 10 days | 755 | sqm | - | - |
| 1.005 | OD100660/2026-2027:Hire and labour upto a period of 10 days for putting up muttupanthal upto 8m wide with bamboo post at 1.5m centre, double bamboo for brassumers, single longitudinal runners at about 1.50m centre rafters at about 0.6m centre and cross ties supported on trusses at about 3.7m with aracanut horizontal tie at top and bottom aracanut post supporting ridge pieces at end tying members firmly with coir yarn and thatching with GI sheet dismantling after use in temple compound. | 5 | sqm | - | - |
| 1.006 | OD100668/2026-2027:Hire and labour upto a period of 10 days for putting up muttupanthal upto 8m wide with bamboo post at 1.5m centre, double bamboo for brassumers, single longitudinal runners at about 1.50m centre rafters at about 0.6m centre and cross ties supported on trusses at about 3.7m with aracanut horizontal tie at top and bottom aracanut post supporting ridge pieces at end tying members firmly with coir yarn and thatching with GI sheet dismantling after use in temple compound. : for additional 10 days | 5 | sqm | - | - |
| 2APPENDIX B-Providing barricade for que system | |||||
| 2.001 | OD97764/2026-2027:Hire and labour charges for providing steel barricade of size 2.40mx1.20m. Around frame provided with 50x25mm MS rectangular tube and intermediate vertices 13 nos using 20x20mm MS square welded together. Steel barricade tied with metal wire to MS post 32mm dia 2.00m height placed into the pit already made including all charges for erection including all transportation charges, loading, unloading and dismantling after the function. | 1,740 | metre | - | - |
| 2.002 | OD97765/2026-2027:Hire and labour charges for providing steel barricade of size 2.40mx1.20m. Around frame provided with 50x25mm MS rectangular tube and intermediate vertices 13 nos using 20x20mm MS square welded together. Steel barricade tied with metal wire to MS post 32mm dia 2.00m height placed into the pit already made including all charges for erection including all transportation charges, loading, unloading and dismantling after the function.: for additional 10 days | 1,740 | metre | - | - |
stage.html
html • 0.03 MB
tech_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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.13 MB
PA.pdf
Tender Documents • 0.22 MB
IntegrityPact.pdf
Tender Documents • 0.05 MB
Affidavit.pdf
Tender Documents • 0.06 MB
formoftender.pdf
Tender Documents • 0.19 MB
epaymentnew.pdf
Tender Documents • 0.16 MB
et63cdata.pdf
Tender Documents • 0.10 MB
et63sbd.pdf
Tender Documents • 1.03 MB
BOQ_1486305.xls
BOQ • 0.27 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 .