Tender For Construction Of 60000L Capacity Oht @ Near Ayyanar Koil Kokkupalayam In Anguchettipalayam Panchayat In Panruti Block Under Sfc (Dp) 2025-26
Tender Value
29.50 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
6 days left
EMD
29500
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
Cuddalore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000L Capacity Oht @ Near Ayyanar Koil Kokkupalayam In Anguchettipalayam Panchayat In Panruti Block Under Sfc (Dp) 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork Excavation and depositing on bank wiyh initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. |
| 2 | Second Depth. OF 2m from 2m to 4m below GL For column footing |
| 3 | Sand Filling with clear River sand including cost of sand,watering,ramming,and consolidation etc. - For Footing |
| 4 | C.C.1:4:8 Mix using 40mm iss metal for leveling course including cost of mixing concrete, ramming, curing etc. - For Footing |
| 5 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical viarator, finishing, curing etc., complete as directed by TWAD Board officers. For items 1.5 m to 4.5m below GL, Footing, For Rectangular portion |
| 6 | For items 0 to 1.50m below GL, For column upto GL, For GL brace |
| 7 | For items 0 m to 4.5m above GL, Columns, Brace at 2.65m ht (B1) |
| 8 | For items 4.51 m to 7.32m above GL, For Column, Brace at 5.45m-B2 |
| 9 | For items 7.32m 10.98m above GL, Column (7.32m to 10.98m), Brace at 8.25m-B3 |
| 10 | For items 10.98m to 14.64m above GL, Column (10.98m to 11.21m), Floor slab at 11.61m to 11.85m above GL, Floor slaab at 11.61m to 11.85m GL, Hanches at 11.61m to 11.76m, Sidewall at 11.85m to 14.64m above GL |
| 11 | For items 14.64m to 18.3m above GL, Sidewall at 14.64m to 14.75m above GL, Roof slab at 14.75m to 14.91m above GL, Deduction for Manhole, Dedection for AC Cowl |
| 12 | Supplying Fabricating and Placing in Possition of HSD Steel rods for Reinforcement including cost of Steel and binding wire etc. |
| 13 | Supplying and Erecting Steel Centering for sides and soffits including necessary supports and shuttering to the required height for R.C.C. ITEM Using M.S.Sheets including labour charges etc. For footing sides, For GL Brace sides inner, For GL Brace sides outer |
| 14 | GL to 3.30m (B1), For Brace bottom, For brace sides inner |
| 15 | From 3.30 to 4.30m, Add for Roof Bottom, Add for Roof Bottom, Deduct for manholl |
| 16 | 5.30 m to 6.30 m, For Brace bottom, For brace sides inner |
| 17 | 8.30m to 9.30 m, For Brace bottom, For brace sides inner |
| 18 | 11.30 to 12.30m above GL, For floor slab bottom, Beam outer sides, Beam inner sides, Beam Bottom |
| 19 | Curved surface, 0 to 3.30m, Side wall outer, Side wall inner, Haunch (slanting), Sides of roof slab |
| 20 | 3.30 to 4.30 m, Side wall outer, Side wall inner, Sides of roof slab |
| 21 | Square column, 0m to 3.30m above and below Gl, Deduct brace jn, Deduct brace jn |
| 22 | 3.31 to 4.30m |
| 23 | 4.31 to 5.30m |
| 24 | 5.31 to 6.30m, Deduct brace Jn |
| 25 | 6.31m to 7.30m |
| 26 | 7.31m to 8.30m |
| 27 | 8.31m to 9.30m, Deduct brace Jn |
| 28 | 9.31m to 10.30m |
| 29 | 10.31m to 11.30m |
| 30 | 11.31m to 11.45 |
| 31 | Painting two coats with approved Cement Paint over one coat of Priming coat over cement plastered surface of the Reservoir including cleaning, preparingthe surface etc. For Coloumn, Brace, Floor bream outerface, Inner face, Bottom, Floor slab bottom, Floor slab sides, Floor slab top off set, Side wall outer, Roof slab sides, Deduct column & Brace Junction |
| 32 | Fabrication, supply,delivery and fixing of out side MS Ladder of 45cm wide made out of 50x50x6 mmMS angle for sides and steps in 16mm MS Plain rod fixed at 30cm centre tocentre welded, jointedetc,Providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint etc. |
| 33 | Providing and fixing of R.C.C. inner access ladder in R.C.C. 1:1.5:3 mix using 20mm ISS Metal including cost of reinforcement ,placing in grill in possition ,centering,shuttering charges mixing concrete curing etc. |
| 34 | Providing Ac vent cowl arrangements mosquito proof nylon net with 110mm dia Cowl etc. |
| 35 | Providing Cut Stone Slab in cm 1:3 mix |
| 36 | Providing man hole cover of size 0.60x0.60 in R.C.C. 1:1.5:3 mix with suitable reinforcement, 50x50x6mm MS Angle fixed along edges etc. |
| 37 | Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc. complete as detailed below. 65mm dia GI pipes for inlet connection. |
| 38 | 65mm dia GI elbow |
| 39 | 65mm dia GI Flange set |
| 40 | 65mm dia GI coupling |
| 41 | 80mm dia GI pipes |
| 42 | 90mm dia PVC Threaded coupler |
| 43 | 80mm dia GI Tee |
| 44 | 80mm dia GI elbow |
| 45 | 80mm dia GM Gate valve |
| 46 | 80mm dia GI Flange set |
| 47 | 80mm dia GI coupling |
| 48 | 80mm dia GI Dummy |
| 49 | Labour charges for GI pipe connection to the OHT , for inlet,outlet,overflow and scour arrangements including cutting and threading earth work excavation and refilling |
| 50 | Providing hand rails over the roof slab by using 32mm GI pipe with 40mm x 6mm MS flat and fixed with 12mm dia fastner bolt 75mm long and as directed by TWAD officers |
| 51 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total |
| 52 | Construction of Plat formEarthwork excavation and depositing on bank with an intial lesd & lift in hard stiff clay, gravelly soil, shales, murrams earth mixed soil as per SS 20 B for foundation |
| 53 | Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 54 | Cement concrete in 1:4:8 mix using 40 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 55 | Cement concrete in 1:2:4 mix using 20 mm metal used for Wearing Coat including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 56 | Brick Work in Cement Mortar 1:5 using Country Bricks including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 57 | Plastering with cement mortar 1:3mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete. |
| 58 | Filling the stones in soakpit incluiding the cost and conveyance of materials 40mm |
| 59 | Filling the stones in soakpit incluiding the cost and conveyance of materials 20mm |
| 60 | Rcc Precast rings |
| 61 | Ring and RCC Cover Slab |
| 62 | Provision for Epl And pumping Main ArrangementsEarth Excavation and depositing on bank for with an initial lead and lift in all type soil for pipe line for 63mm dia pipe |
| 63 | Supply of unlasticised 63mm OD PVC/4ksc rigid Pipes as per BIS 4985/2000 with ISI Marking to site of works 63mm PVC /4ksc Pipe |
| 64 | 63mm PVC specials a) 63mm End cup |
| 65 | b) 63mm Tee |
| 66 | c) 63mm Coupling |
| 67 | d) 63mm elbow |
| 68 | Lowering and Laying of the 63 mm dia PVC pipes and secials to trench ,laying to proper grade and alignment,jointing with PVC coupler and specials fixing with solvent cement paste etc., complete |
| 69 | Re-filling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after ipes and specials are laid and tested - Main Road |
| 70 | PVC Adhesive pipe fixing work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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