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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹58.1 L+₹6.0 L (11.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹60.9 L+₹8.8 L (16.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹66.2 L+₹14.1 L (27.1%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANSAR AHMED & SONS L1 | S BASKARAN L4 | SUN CONSTRUCTION L2 | M.Purusothaman L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 5,784 | sqm | 15 ₹86,760 | 10 ₹57,840 Lowest | 15 ₹86,760 | 15 ₹86,760 |
| 2.00Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | |||||||
| 2.10 | Beyond 30 cm girth upto and including 60 cm girth | 20 | each | 450 ₹9,000 | 25 ₹500 Lowest | 500 ₹10,000 | 1,000 ₹20,000 |
| 3.00 | Trimming up of tree branches which is affecting on the building girth upto 60cm including cutting of trunks and branches, removing the same and stacking of serviceable material and disposal of unserviceable material lead upto 1000m as directed by the Engineer-in-charge | 70 | each | 460 ₹32,200 | 100 ₹7,000 Lowest | 300 ₹21,000 | 1,000 ₹70,000 |
| 4.00Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | |||||||
| 4.10 | With cement mortar 1:4 (1cement: 4 coarse sand) | 201 | sqm | 450 ₹90,450 Lowest | 500 ₹1,00,500 | 650 ₹1,30,650 | 500 ₹1,00,500 |
| 5.00Demolishing 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. | |||||||
| 5.10 | In cement mortar | 10 | cum | 2,500 ₹25,000 | 2,000 ₹20,000 | 800 ₹8,000 Lowest | 3,500 ₹35,000 |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||||
| 6.10 | Columns, piers, abutments, pillars, posts and struts | 166 | sqm | 450 ₹74,700 Lowest | 850 ₹1,41,100 | 900 ₹1,49,400 | 800 ₹1,32,800 |
Tender Value
₹63.4 L
EMD Value
₹1.3 L
Closing Date
7 Aug 2025, 3:00 pmClosed
THE DIRECTOR, CSIR-CECRI, KARAIKUDI
CSIR-CECRI KARAIKUDI
Strengthening of boundary wall of Mandapam Unit CECRI campus at Mandapam
2025_CSIR_242950_1
CSIR CECRI NIT No 11/2025
Open Tender
Civil Works
Item Rate
120 days
KARAIKUDI
PLEASE REFER NIT
7 documents required · 7 mandatory
₹0
₹1.3 L
14 Aug 2025
29 Jul 2025
12 Aug 2025
29 Jul 2025
7 Aug 2025
29 Jul 2025
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 30 cm girth upto and including 60 cm girth
Trimming up of tree branches which is affecting on the building girth upto 60cm including cutting of trunks and branches, removing the same and stacking of serviceable material and disposal of unserviceable material lead upto 1000m as directed by the Engineer-in-charge
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1cement: 4 coarse sand)
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
Centering and shuttering including strutting, propping etc. and removal of form work for:
Columns, piers, abutments, pillars, posts and struts
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :
Cement mortar 1:6 (1 cement: 6 coarse sand)
Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth upto floor V level.
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix:
1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix:
1:3(1 cement :3 fine sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
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)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
SUN CONSTRUCTION (BID ID -883247)
M.Purusothaman (BID ID -879322)
S BASKARAN (BID ID -883138)
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