Tender For Construction Of 60000Lit Oht Tank 12.00M Stage @ Nookambadi Panchayat Under Sfs(Dt.Pt)2026-27.
Tender Value
32.07 Lakhs
Estimated cost
Bid Submission
07 Aug 2026
12 days left
EMD
32100
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
Tiruvannamalai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000Lit Oht Tank 12.00M Stage @ Nookambadi Panchayat Under Sfs(Dt.Pt)2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work:Construction of 60000lit OHT Tank 12.00m Stage @ Nookambadi Panchayat |
| 2 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers |
| 3 | For Column Footing |
| 4 | Second depth for 1m |
| 5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. |
| 6 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. |
| 7 | For items 1.5m to 4.5m below GL |
| 8 | For items 0m to 1.5m below GL |
| 9 | For items 0m to 4.5m above GL &1.00 m Above G.L |
| 10 | For items 4.50m to 7.32m above GL |
| 11 | For items 7.32m to 10.98m above GL |
| 12 | 10.98 m to 14.64 m above GL |
| 13 | 14.64 m to 18.30 m above GL |
| 14 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. |
| 15 | Below GL |
| 16 | From GL to 3.30m |
| 17 | From 5.30m to 6.30m above GL |
| 18 | From 8.30m to 9.30m above GL |
| 19 | From 11.30m to 12.30m |
| 20 | Floor slab above platform 11.30m to 12.30m |
| 21 | 12.30m to 13.30m |
| 22 | 13.30m to 14.30m |
| 23 | 14.30m to 15.30m |
| 24 | Square Column Below GL and upto 3.30m above GL |
| 25 | 3.31m to 4.30m ht |
| 26 | 4.30 to 5.30m |
| 27 | 5.30 to 6.30m |
| 28 | 6.30 to 7.30m |
| 29 | 7.30 to 8.30m |
| 30 | 8.30 to 9.30m |
| 31 | 9.30 to 10.30m |
| 32 | 10.30 to 11.30m |
| 33 | 11.30 to 12.30m |
| 34 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. |
| 35 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. |
| 36 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. |
| 37 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. |
| 38 | Providing 10mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers |
| 39 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. |
| 40 | 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 |
| 41 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. |
| 42 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 43 | 80mm GI pipes for scour pipe |
| 44 | 80mm GI pipe for delivery pipe |
| 45 | 90mm PVC Threaded coupler |
| 46 | 63mm PVC Threaded coupler |
| 47 | 65mm dia GI Tee |
| 48 | 65mm dia GI bend |
| 49 | 65mm GI coupler |
| 50 | 65mm GI union |
| 51 | 65mm GI Elbow |
| 52 | 80mm GI union |
| 53 | 80mm GI Elbow |
| 54 | 65mm GI Tee |
| 55 | 65x50mm GI reducer |
| 56 | 75mmx63mm PVC reducer |
| 57 | 65mm GM gate valve |
| 58 | 80mm GM gate valve |
| 59 | 63 mm PVC 6Ksc Pipe |
| 60 | Earth work excavation in Hard stiff gravely soil for narrow foundation with initial lead and lift as per SS 20 B,etc complete |
| 61 | Towards laying and jointing of pvc pipes with including labour charges etc., |
| 62 | 90mm 6KSC Pipe |
| 63 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 64 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 65 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. |
| 66 | 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 |
| 67 | Construction of Soak |
| 68 | Construction of compound wall with gate and Platform sub Estimate |
| 69 | Earthwork excavation and depositing on bank with initial lead and lift in hard stiff clay soil and hard gravel soil as per standard specification SS 20 B for narrow foundation |
| 70 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete. |
| 71 | Cement Concrete 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of materials to site and all other labour charges, etc. complete. |
| 72 | Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over s |
| 73 | Grade Beam |
| 74 | Column above grade beam |
| 75 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum |
| 76 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works. |
| 77 | Brick work in cement mortar 1:5 (one cement five sand) using country Bricks ground moulded of size 23x11x7 cm. for the following including curing etc., complete complying with standard specification. |
| 78 | Plastering with Cement Mortar 1:5 (one cement and five sand) 12 mm. thick in all floors including curing etc., complete complying with standard specification and as directed |
| 79 | Painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). |
| 80 | Supplying and fabrication of grill gate |
| 81 | Provision for name board charges |
| 82 | 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
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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