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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAdmitted-Finance KOUSTHUBAM 31 76A 1 MAYANAD KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | ₹14.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 LAdmitted-Finance DEVOM KADAVATH POLLAPOIL KODAKKAD PO KASARGOD KERALA 671310 | KASARAGOD | KERALA | 671310 | ₹15.5 L | L2 | Admitted-Finance |
| 3 | L3₹16.4 LAdmitted-Finance KOZHIKALPARAMBATH H KOTTAPARAMBA PO KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | ₹16.4 L | L3 | Admitted-Finance |
| 4 | L4₹16.8 LAdmitted-Finance | ₹16.8 L | L4 | Admitted-Finance |
| 5 | L5₹16.8 LAdmitted-Finance PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 MALAPPURAM | MALAPPURAM | KERALA | 676517 | ₹16.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SIRAJUDHEEN P.P. L5 | kp mohankumar L3 | Celmech Engineering Pvt.Ltd L1 | JAIN P MATHEW L4 | Jayakumar V V L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK | ||||||||
| 1.01Earth 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, for all lead. | ||||||||
| 1.01 | All kinds of soil. | 17 | cum | 230 ₹3,910 | 400 ₹6,800 | 400 ₹6,800 | 1,000 ₹17,000 | 300 ₹5,100 |
| 1.02 | 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, for all lead and for all lift | 1.7 | cum | 50 ₹85 | 350 ₹595 | 400 ₹680 | 200 ₹340 | 180 ₹306 |
| 1.03 | 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. | 1.05 | sqm | 29 ₹30.45 | 500 ₹525 | 150 ₹157.50 | 50 ₹52.50 | 10 ₹10.50 |
| 1.04 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 0.25 | sqm | 23 ₹5.75 | 500 ₹125 | 175 ₹43.75 | 150 ₹37.50 | 10 ₹2.50 |
| 1.05Felling 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. | ||||||||
| 2.00CEMENT CONCRETE (CAST IN SITU) | ||||||||
| 2.01Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 2.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 52 | cum | 8,652 ₹4.5 L | 9,000 ₹4.7 L | 8,000 ₹4.2 L | 7,500 ₹3.9 L | 8,500 ₹4.4 L |
Tender Value
₹15.5 L
EMD Value
₹31,100
Closing Date
16 Dec 2025, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Providing car parking facilities throughout the campus
2025_NITC_886992_1
Engg/D1/JE7/414/2025-26
Open Tender
Civil Works
365 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹31,100
Yes
15 Jan 2026
25 Nov 2025
18 Dec 2025
25 Nov 2025
16 Dec 2025
25 Nov 2025
Amount
EARTH WORK
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, for all lead.
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, for all lead and for all lift
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.
Clearing grass and removal of the 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.
CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
REINFORCED CEMENT CONCRETE
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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
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.
MASONRY WORK
Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc..
Cement Mortar 1:6 (1 cement : 6 coarse sand).
STONE WORK
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
STEEL WORK
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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.
GI Tubular TATA or equvalent
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) for circular trusses(Arch, Parabolic) etc., including uniformly machine bending the section to required curves, cutting, hoisting, lifting with mechanical cranes etc, and fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
ROOFING
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.
Providing square type UPVC gutter with necessary clamps, bolts, nuts and specials such as nozzles sockets stoppers etc. including cost and conveyance of all materials and labour charges etc. complete as per the instructions of the dept. officers
200mm or equivalent Square type UPVC
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
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
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
On steel work
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
Two coats
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Finishing Floors with premium floor guard (Apex floor guard or equvalent) with Silicone additives of required shade on New work (Two or more coat applied @ 1.67 ltr/10sqm)
ROAD WORK
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
ALUMINIUM WORK
Providing and fixing 4mm thick Aluminium Partition Panels, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
4 mm thick aluminium partion panels
Jayakumar V V (BID ID -3333777)
kp mohankumar (BID ID -3334509)
JAIN P MATHEW (BID ID -3334506)
SIRAJUDHEEN P.P. (BID ID -3334417)
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