Tender For Construction Of 1.00 Lakh Liter Oht 12M Stage At Avathipalayam, Kamaraj Nagar Head Of Kaliyanur In Pallipalayam Block Of Namakkal District Under General Fund - 2026-2027 Ppm-1
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Jul 2026
0 days left
EMD
42000
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
Namakkal → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 1.00 Lakh Liter Oht 12M Stage At Avathipalayam, Kamaraj Nagar Head Of Kaliyanur In Pallipalayam Block Of Namakkal District Under General Fund - 2026-2027 Ppm-1
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 1.00 Lakh Liter OHT 12m Stage at Avathipalayam, Kamaraj Nagar H/O Kaliyanur in Pallipalayam Block of Namakkal District under General Fund - 2026-2027 PPM-1 |
| 2 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers.Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B |
| 3 | First depth of 2m |
| 4 | Second depth of 0.35m |
| 5 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. |
| 7 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing |
| 8 | Below 1.50m from GL |
| 9 | Upto GL |
| 10 | Above Gl and Upto 4.50m Height |
| 11 | Above 4.50m and upto 7.32m Ht from GL |
| 12 | Above 7.32m and upto 10.98m Ht from GL |
| 13 | From 10.98m upto 14.64m ht above GL |
| 14 | Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers. |
| 15 | SQARE Surface |
| 16 | Columns below GL and above GL upto 3.30m ht |
| 17 | Columns above 3.30m upto 4.30m ht from GL |
| 18 | Columns above 4.30m upto 5.30m ht from GL |
| 19 | Columns above 5.30m upto 6.30m ht from GL |
| 20 | Columns above 6.30m upto 7.30m ht from GL |
| 21 | Columns above 7.30m upto 8.30m ht from GL |
| 22 | Columns above 8.30m upto 9.30m ht from GL |
| 23 | Columns above 9.30m upto 10.30m ht from GL |
| 24 | Columns above 10.30m upto 10.90m ht from GL |
| 25 | Plane Surface |
| 26 | Below G.L and upto 3.30m ht above GL |
| 27 | From 3.30m to 4.30m ht above GL |
| 28 | From 6.30m to 7.30m ht above GL |
| 29 | From 7.30m to 8.30m ht above GL |
| 30 | From 10.30m to 11.30m ht above GL |
| 31 | From 11.30m to 12.30m ht above GL |
| 32 | Circular Surface |
| 33 | Centre Below Gl and Above GL to 3.30m |
| 34 | Centre Column From 3.30m to 4.30m Height |
| 35 | Centre Column From 4.30m to 5.30m Height |
| 36 | Centre Column From 5.30m to 6.30m Height |
| 37 | Centre Column From 6.30m to 7.30m Height |
| 38 | Centre Column From 7.30m to 8.30m Height |
| 39 | Centre Column From 8.30m to 9.30m Height |
| 40 | Centre Column From 9.30m to 10.30m Height |
| 41 | Centre Column From 10.30m to 10.90m Height |
| 42 | Curved Surface |
| 43 | Upto 3.30m height (From Floor Slab) |
| 44 | From 10.30m to 11.30m Height |
| 45 | 11.30m to 12.30m Height |
| 46 | 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 Board officers. |
| 47 | Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc comoplete |
| 48 | Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers |
| 49 | Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing 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. |
| 50 | For Inlet Arrangements |
| 51 | 80mm GI Pipes |
| 52 | 80mm GI Coupling |
| 53 | 80mm GI Bend |
| 54 | 80mm GI Flange Set |
| 55 | For Outlet Arrangements |
| 56 | 80mm GI Pipes |
| 57 | 80mm GI Coupling |
| 58 | 80mm GI Bend |
| 59 | 80mm GI Flange Set |
| 60 | 80mm GM Gate Valve |
| 61 | 65mm GM Gate Valve |
| 62 | For Source Arrangemets |
| 63 | 80mm GI Pipes |
| 64 | 80mm GI Coupling |
| 65 | 80mm GI Bend |
| 66 | 80mm GI Flange Set |
| 67 | 80mm GM Gate Valve |
| 68 | For Overflow Arrangements |
| 69 | 80mm GI Pipes |
| 70 | 80mm GI Coupling |
| 71 | 80mm GI Bend |
| 72 | 80mm GI Flange Set |
| 73 | Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers. |
| 74 | Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974 |
| 75 | Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers |
| 76 | Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers |
| 77 | 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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers. |
| 78 | Provision for EPL Arrangements etc |
| 79 | Supply and delivery of 63mm PVC pipe including all labour charges etc 6ksc |
| 80 | Supply and delivery of 50mm GI pipe (medium) including all labour charges etc |
| 81 | Earth work excavation for laying of 63mm PVC pipe line including all charges etc |
| 82 | Laying and Jointing of 63mm PVC pipe line including all charges etc |
| 83 | Laying and Jointing of 50mm GI pipe line including all charges etc |
| 84 | Refilling the Trench after laying of 63mm PVC pipe line including all charges etc |
| 85 | GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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