Tender For Construction Of Oht (30000 Litre Capacity) @ Sanrorpalayam In Cuddalore O.T.Panchayat
Tender Value
19.50 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
9 days left
EMD
20000
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 Oht (30000 Litre Capacity) @ Sanrorpalayam In Cuddalore O.T.Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m |
| 2 | 2 nd Depth |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. |
| 4 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete asdirected by Department officers. |
| 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 vibrator, finishing, curing etc., complete as directed by DepartmenFor footing below G.L. ( 1,50 to 4,50 below GL ) |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 7 | For column and brace I 0 to 4.5m from GL |
| 8 | For column and brace II 4.5m to 7.32m from GL |
| 9 | For column and brace III 7.32 to 10.98m from GL |
| 10 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 11 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 12 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding For column footing and GL Brace |
| 13 | For Brace I. |
| 14 | For Brace II |
| 15 | For Brace II |
| 16 | For Brace III |
| 17 | For Brace III |
| 18 | Roof slab |
| 19 | For Floor Beam and Bottm of Floor slab |
| 20 | For column Below GL |
| 21 | For column GL 0 to 3.30M |
| 22 | For column ( 3.31m to 4.30m ). |
| 23 | For column ( 4.31m to 5.30m). |
| 24 | For Column (5.31m to 6.30m ) |
| 25 | For Column (6.31m to 7.30m ) |
| 26 | For Column (7.31m to 8.30m ) |
| 27 | For Column (8.31m to 9.30m ) |
| 28 | For Column (9.31m to 10.30m ) |
| 29 | For Column (10.31m to 11.30m ) |
| 30 | For Column (11.31m to 11.40m ) |
| 31 | For Side Wall, & Floor slab sides and Haunch |
| 32 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers. |
| 33 | Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers |
| 34 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 35 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur |
| 36 | Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. |
| 37 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers |
| 38 | Painting Department emblem 1 x 1 on the SR with enamel paint as per Board's specification and as directed by Deparment officers |
| 39 | Supply & Delivery of following Pipes and specials for OHT connection Supply of GI Pipes for OHT Connections 65 mm dia |
| 40 | Supply and Delivery of G.M.Gate valve 65mm size |
| 41 | Supply & Delivery of 65 mm G.I Tee |
| 42 | Supply & Delivery of 65 mm G.I Coupling |
| 43 | Supply & Delivery of 65 mm G.I bend |
| 44 | Supply & Delivery of 90mm T.Coupler PVC |
| 45 | Supply & Delivery of 80mm x 65mm G.I.Reducer |
| 46 | Supply & Delivery of 65mm G.I.flange set |
| 47 | Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers, |
| 48 | Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers |
| 49 | Earth Excavation and depositing on bank for with an initial lead and lift in all type soil for pipe line for 63mm dia pipe |
| 50 | Supply of unlasticised 63mm OD PVC/4ksc rigid Pipes as per BIS 4985/2000 with ISI Marking to site of works |
| 51 | a) 63mm End cup |
| 52 | b) 63mm Tee |
| 53 | b) 63mm Coupling |
| 54 | d) 63mm elbow |
| 55 | 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 |
| 56 | 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 |
| 57 | PVC Adhesive pipe fixing work |
| 58 | Earthwork 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 |
| 59 | Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 60 | 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. |
| 61 | 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. |
| 62 | 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. |
| 63 | Plastering with cement mortar 1:4mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete. |
| 64 | Filling the stones in soakpit incluiding the cost and conveyance of materials 40mm |
| 65 | Rcc Precast rings |
| 66 | Ring and RCC Cover Slab |
| 67 | Provision for Name Board |
| 68 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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