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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 LAccepted-AOC | L1 | Accepted-AOC L1 Contractor | |
| 2 | L2₹60.6 L+₹3.0 L (5.23%)Rejected-Finance | L2 | Rejected-Finance Not L1 Contractor | |
| 3 | L3₹62.2 L+₹4.6 L (8.07%)Rejected-Finance | L3 | Rejected-Finance Not L1 Contractor | |
| 4 | L4₹65.8 L+₹8.3 L (14.3%)Rejected-Finance | L4 | Rejected-Finance Not L1 Contractor | |
| 5 | L5₹69.0 L+₹11.5 L (19.9%)Rejected-Finance KOUSTHUBAM 31 76A 1 MAYANAD KOZHIKODE 673008 | KOZHIKODE | KERALA | 673008 | L5 | Rejected-Finance Not L1 Contractor |
Tender Value
₹72 L
EMD Value
₹1.4 L
Closing Date
26 Feb 2025, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Re-construction of partially collapsed boundary wall from MBA gate towards the backside of FB, FC, and FD apartments.
2025_NITC_847722_1
Engg/D1/JE3/379/2024-25
Open Tender
Civil Works
Item Rate
180 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.4 L
Yes
28 Mar 2025
5 Feb 2025
28 Feb 2025
5 Feb 2025
26 Feb 2025
5 Feb 2025
Amount
Clearing jungle
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 within the campus.
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
Beyond 60 cm girth upto and including 120 cm girth
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within the campus as per direction of Engineer-in-charge :
In cement mortar
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 the campus.
All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth for all lead and all lift as directed by Engineer-in-charge.
Ordinary rock
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 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
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)
Dry rubble masonry in foundation and plinth including levelling up upto plinth level with:
Departmental stone (dismantled stone)
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 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.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Fixing precast slabs and columns in position by manually without damaging the existing structure etc.complete.
Laterate masonry for foundation and basement upto plinth level including all cost of materials, labour charges etc.
With neatly dressed laterate stone of size 35x20x20cm or nearest size
Cement Mortar 1:6 (1 cement : 6 coarse sand).
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand):
Moulded Band
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand):
Flush/ Ruled pointing
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
Mohd Wajid (BID ID -3178395)
ANSAR AHMED (BID ID -3178472)
Favas Aruveettil (BID ID -3178604)
Celmech Engineering Pvt.Ltd (BID ID -3176667)
Jayakumar V V (BID ID -3178122)
EK MOIDEEN (BID ID -3178482)
SUHAIL P (BID ID -3178480)
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