Tender For Special Repairs To Direct Sluice Under Palayam Channel In Melapattam Village Of Palayamkottai Taluk In Tirunelveli District.
Tender Value
7 Lakhs
Estimated cost
Bid Submission
10 Oct 2026
13 days left
EMD
7000
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
Tirunelveli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs To Direct Sluice Under Palayam Channel In Melapattam Village Of Palayamkottai Taluk In Tirunelveli District.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work.and as directed by Department officers et., complete. |
| 2 | Dismantling the existing Plain Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.and as directed by Department officers et., complete. |
| 3 | Earth work excavating and depositing on bank with an initial lead of 10 m and initial lift of 2 m in sand , silt or other loose soil, wets and or silt not under water , light black cotton soil , sandy loam and ordinary soil including excavated earth ( ss 20B ) S.NO 50.and as directed by Department officers et., complete. |
| 4 | Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B for Foundation and as directed by Department officers et., complete. |
| 5 | Cement concrete of 1:4:8 mix using maximum nominal size of 40mm and down grade to I.S. specified grading, mixed in mixer machine including dewatering the placement site, laying the concrete in layers and in bays, vibrating, compacting and finishing the surface with all leads and lifts, watering, curing complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification. |
| 6 | Supplying, Laying, Jointing and fixing in position of R.C.C. Hume pipes of NP 3 class of 900mm. dia including labour charges and jointing materials, etc., complete complying with standard specification and as directed by the Engineer in charge of the work |
| 7 | Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed 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. |
| 8 | Without Strutting |
| 9 | With Strutting |
| 10 | Cement concrete of 1:3:6 grade mix using maximum nominal size of 60% of 40mm and 40% of 20mm down grade to I.S. specified grading, mixed in mixer machine including dewatering the placement site, laying the concrete in layers and in bays, vibrating, compacting and finishing the surface with all leads and lifts, watering, curing complete to attain the profile and strength as specified in the drawings and specification for various lengths and heights below and above ground level complete as directed by the Engineer complying with specification. |
| 11 | Refilling the excavated earth in layers not exceeding 23cm thickness and watering to OMC (Optimum Moisture content) and compaction of each layer to 95% of proctor Density through deployment of appropriate compaction equipment (8-10T power roller) vibratory power roller of short width ( 0.90m width drum) power roller or vibratory power roller/fuel operated or electrically operated, vibratory plate compactors, ensuring compaction of designed bund section including side slopes etc., complete as directed by the Engineer in charge of works and as per the technical specifications. |
| 12 | Renewal of shutter plate of sizes made of 65mmx65mmx6mm mild steel angle covered by 8mm mild steel angles welded with the frame on one side providing a guest plate of 8mm thick of mild steel sheet welded at the top of shutter providing access to fit screw gearing rod for suitable length to be fixed. S.G.Shutter of size 0.60m X0.50m |
| 13 | GST 18% in Figures Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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