Tender For Construction Of Flood Protection Wall In Pappnkal Ls2200 M (Mukku Marichan) At Kadayanallur Village In Kadayanallur Union Of Tenkasi District
Tender Value
25 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
13 days left
EMD
22500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tenkasi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Flood Protection Wall In Pappnkal Ls2200 M (Mukku Marichan) At Kadayanallur Village In Kadayanallur Union Of Tenkasi District
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation for foundation and depositing on bank with an intial lead of 10m and intial lift of 2m in hard stiff clay , stiff block cotton , hard red earth , shales , murrams , gravel , stoney earth and earth mixed with small size boulders S.S.20 B etc., complete complying with standard specification and as directed by the departmental officers |
| 2 | Providing and placing in position Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work. |
| 3 | Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto height of 3.29m high for plain surface with all cross bracings using mild steel B.G 10 gauge sheets of size 90cmx60cm stiffened with welded mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (Country wood) joists of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with standard specification and as directed by the by the Engineer incharge of work ( The retrieved materials should be taken back by the contractor) The payment should be made after the concrete is laid with strutting |
| 4 | with out strutting |
| 5 | with strutting |
| 6 | Providing and placing in position of plain Cement concrete of grade M15usinghard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm (60%) and 20mm (40%); weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of not exceeding 15 cm thick and in bays; vibrating, compacting and finishing the surface with all leads and lifts; watering curing complete so as to attain the profile and strength specified in the approved drawing & specifications and excluding the cost component of providing rigid and smooth centering for soffits of concrete slab or plain surface wherever necessary for various depths below ground level and various heights above ground level etc., complete as directed by the Engineer in charge of works and as per the technical specifications. GST 18% Please Enable Macros to View BoQ information |
| 7 | Providing and placing in position of plain Cement concrete of grade M15usinghard well graded aggregates with the nominal maximum size of coarse aggregate of 40mm (60%) and 20mm (40%); weigh batching the ingredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary; laying the concrete in layers of not exceeding 15 cm thick and in bays; vibrating, compacting and finishing the surface with all leads and lifts; watering curing complete so as to attain the profile and strength specified in the approved drawing & specifications and excluding the cost component of providing rigid and smooth centering for soffits of concrete slab or plain surface wherever necessary for various depths below ground level and various heights above ground level etc., complete as directed by the Engineer in charge of works and as per the technical specifications. GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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