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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Documents submitted is valid |
| 2 | Accepted-Technical | Accepted-Technical Documents submitted is valid |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Agency claimed EMD exemption but validity for start up certificate got expired on 30.09.2024. Hence it is cannot be considered for valid EMD exemption. |
Tender Value
₹33.5 L
EMD Value
₹67,016
Closing Date
28 Mar 2026, 3:00 pmClosed
The Registrar
Central University of Tamil Nadu, Thiruvarur.
Repair Renovation and up gradation of 100 KLD 1 No Capacity Sewage Treatment Plant
2026_CUTN_899326_1
CUTN/ENG/CVL/Tender/2025-26/20
Open Tender
Civil Works
Works
30 days
Central University of Tamil Nadu
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹67,016
Yes
Estate Section, Central University of Tamil Nadu.
18 May 2026
19 Feb 2026
30 Mar 2026
19 Feb 2026
28 Mar 2026
19 Feb 2026
27 Feb 2026
Part - A - Sewage Treatment Plant
Earth work
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas including gettingout and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. , consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
Plain Cement Concrete Works
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8
Reinforced Cement Concrete Works
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derivedfrom natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum
All works above plinth level up to floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Masonry & Finishing work
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :
With F.P.S.(non modular) bricks
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level
Cement mortar 1:4 (1 cement :4 coarse sand)
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
MS GRILL WORK
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete :
Dark shade pigment with ordinary cement
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Hot finished welded type tubes
Supply and fixing of filter media in SDB chamber, each 25mm thick as per the direction of Engineer In- Charge
Coarse Aggregates (40 mm)
Stone Aggregate (Single size) : 40 mm nominal size
Medium Aggregate (10 to 20 mm)
Stone Aggregate (Single size) : 10 mm nominal size
Fine Aggregate (River sand)
Fine sand (zone IV)
Cleaning of filter media from existing old chambers, shifting the same to next platform
Segregating the filter media in to coarse, medium and fine aggregate and pebble media manually for reuse after cleaning with water
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