Tender For Construction Of 60000 Litre Oht At Athidravidar Mettu Street In Kalaingar Nagar At Ling Atti Village And Panchayat In Kovilpatti Union Under Mlacds (2026-2027)
Tender Value
23 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
7 days left
EMD
23000
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
Tuticorin → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000 Litre Oht At Athidravidar Mettu Street In Kalaingar Nagar At Ling Atti Village And Panchayat In Kovilpatti Union Under Mlacds (2026-2027)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Oct-2026 | Technical Bid | Technical Bid | 26-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000 Litre OHT at Athidravidar Mettu street in Kalaingar Nagar at Lingampatti village and Panchayat in Kovilpatti Union under MLACDS (2026-2027) |
| 2 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification. In Soft Disintegrated Rock, Laterite, soft rock or kankar, not requiring blasting. as per standard specifications and as directed by the Engineer. |
| 3 | First depth of 2m for column foundation |
| 4 | Second depth of 2m for column foundation |
| 5 | Sand filling for foundation with M-sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge |
| 6 | a) for column foundation |
| 7 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works beyond 1.50m and upto 4.50m depth below ground level. |
| 8 | a) for column foundation |
| 9 | Reinforced cement concrete M30 grade using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) |
| 10 | From G.L upto 4.50m depth |
| 11 | (i) below 1.50m to 4.50m depth from G.L for Footing |
| 12 | Below G.L upto 1.50m depth for column & G.L brace |
| 13 | Above G.L upto 4.50m height for column & brace |
| 14 | Above 4.50m to 7.32m ht., from G.L for column & brace |
| 15 | Above 7.32m to 10.98m ht., from G.L for column & brace |
| 16 | Above 10.98m to 14.64m ht., from G.L for column |
| 17 | Above 10.98m to 14.64m ht., from G.L for Floorbeam , Floor slab , Side wall & Haunch |
| 18 | Above 14.64m ht., to 18.30m ht., for roof slab & side wall |
| 19 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. at 75cm c/c complying with standard specification and as directed. |
| 20 | Plain Surface |
| 21 | Upto 3.30m ht., from G.L for Column footing, G.L brace peripheral & I set of Brace above GL |
| 22 | From 3.30m to 4.30m ht., for brace & roof slab bottom |
| 23 | From 5.30m to 6.30m ht., for brace |
| 24 | From 6.30m to 7.30m ht., for brace |
| 25 | From 8.30m ht., to 9.30m ht., for brace |
| 26 | From 9.30m ht., to 10.30m ht., for brace |
| 27 | From 11.30m to 12.30m ht. for floor beam & floor slab bottom (including 1.5m working space) |
| 28 | Centering for square column |
| 29 | upto 3.30m ht. |
| 30 | From 3.30m to 4.30m ht., |
| 31 | From 4.30m to 5.30m ht., |
| 32 | From 5.30m to 6.30m ht., |
| 33 | From 6.30m to 7.30m ht., |
| 34 | From 7.30m to 8.30m ht., |
| 35 | From 8.30m ht to 9.30m ht |
| 36 | From 9.30m ht to 10.30m ht |
| 37 | From 10.30m ht to 11.30m ht |
| 38 | From 11.30m ht to 12.30m ht |
| 39 | Centering for curved surface |
| 40 | From 0 to 3.30m ht from floor level for side wall |
| 41 | From 3.3 to 4.30m ht from floor level for side wall & roof slab sides |
| 42 | From 11.30m to 12.30m ht for sides of floor slab |
| 43 | Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer. The rate to include the cost of binding wire also. |
| 44 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putt |
| 45 | Provision for MS Ladder and Hand rails for 60000 litres - 12m Staging Height Service Reservoirs (vide separate sheet)(89000+27000) |
| 46 | Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974 (33kg) |
| 47 | 65MM dia PVC GI Pipes (Pg-27,29,32,33) |
| 48 | 65MM dia GI Tee |
| 49 | 65MM dia GI Bend |
| 50 | 65MM dia GI Coupler |
| 51 | 65MM dia GI Union |
| 52 | 65MM dia GI Elbow |
| 53 | 65MMx50MM dia GI Reducer |
| 54 | 65MM dia GM Gate Valve |
| 55 | 50MM dia GM Gate Valve |
| 56 | SUB ESTIMATE - EPL |
| 57 | Supply and delivery of following pipes for pumping main system |
| 58 | 63 mm pvc 4 ksc pipes |
| 59 | Earthwork excavation and depositing on bank with initial lead of 10m and lift of 2m in narrow trenches for laying of pipesin Hard stiff clay,stiff black cotton,hard red earth,shales,murram ,gravel,earth mixed with small sized boulders etc... |
| 60 | Laying of following pipes to proper line and level including jointing but excluding cost of pipes |
| 61 | 63 mm pvc 4 ksc pipes |
| 62 | Refilling the excavated earth after laying and joining of pipes including all labour charges etc..complete |
| 63 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction) above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 26, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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