Tender For Tn04-02-01/ Nall Alli Block - General Fund (Block Panchayat) - 2026-2027 / Construction Of 60000 Lit Oht Tank (12M Stage) At Errabaiyanahalli Head Of Errabaiyanahalli
Tender Value
26.30 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
16 days left
EMD
26300
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
Dharmapuri → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Tn04-02-01/ Nall Alli Block - General Fund (Block Panchayat) - 2026-2027 / Construction Of 60000 Lit Oht Tank (12M Stage) At Errabaiyanahalli Head Of Errabaiyanahalli
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000 Lit OHT tank (12m Stage) at Errabaiyanahalli H/O Errabaiyanahalli |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil First depth of 0 to 2 mIn hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B , For Column Footing, For G.L Brace |
| 3 | Second depth of 2.0m to 3.0 m |
| 4 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers For Column Footing |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing |
| 6 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m from GL Column footing |
| 7 | 0m to 1.50m below GL |
| 8 | 0m to 1.00m above GL |
| 9 | 1.00m to 4.50m above GL |
| 10 | 4.50 m to 7.32 m above GL |
| 11 | 7.32 m to 10.98 m above GL |
| 12 | 10.98 m to 14.64 m above GL |
| 13 | 14.64 m to 18.30 m above GL |
| 14 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following Plain Surface Below GL |
| 15 | From GL to 3.30m |
| 16 | From 3.31m to 4.30m |
| 17 | From 5.31m to 6.30m |
| 18 | From 6.31m to 7.30m |
| 19 | From 8.31m to 9.30m |
| 20 | From 9.31m to 10.30m |
| 21 | From 11.31m to 12.30m |
| 22 | Square Column:Square Column Below GL and upto 3.30m above GL |
| 23 | 3.31m to 4.30m ht |
| 24 | 4.31m to 5.30m ht |
| 25 | 5.31m to 6.30m ht |
| 26 | 6.31m to 7.30m ht |
| 27 | 7.31m to 8.30m ht |
| 28 | 8.31m to 9.30m ht |
| 29 | 9.31m to 10.30m ht |
| 30 | 10.31m to 11.30m ht |
| 31 | 11.31m to 12.30m ht |
| 32 | Curved Surface - upto 3.30m ht. |
| 33 | Curved Surface - 3.30m to 4.30m ht. |
| 34 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. |
| 35 | Painting two coatsto the exposed surface of SR using cement paint |
| 36 | Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design |
| 37 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 38 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., |
| 39 | Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee |
| 40 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers |
| 41 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers |
| 42 | 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 |
| 43 | 65mm dia GI pipes |
| 44 | 75mm dia PVC Threaded coupler |
| 45 | 65mm dia GI Tee |
| 46 | 65mm dia GI Elbow |
| 47 | 65mm dia GM Gate valve |
| 48 | 65mm dia GI Flangeset |
| 49 | 65mm dia GI Coupling |
| 50 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 51 | Construction of soak pit of size1mx1.5m without Cover slab and all civil works and as directed by the TWAD Board officers |
| 52 | Construction of Platform Arrangements |
| 53 | Provision for Name Board |
| 54 | Pipeline |
| 55 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 56 | Supply of 63mm HDPE Hose including cost and conveyance of all materials to site and all labour charges etc., completed. |
| 57 | Labour charges for laying and joining 63mm HDPE Hose including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete. |
| 58 | Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete. |
| 59 | GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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